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The Potential of Bamboo as Building Material in Organic Shaped Buildings

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Bamboo has been widely known as a sustainable building material due to some reasons among others are bamboo can be easily cultivated and harvested in a relative short time and can be reused. Bamboo as building materials is easy to bend and lithe. Those characters are very suitable for organic shaped building construction. This paper attempts to discuss how bamboo is being used in organic shaped building. Several case studies are taken to describe the relation between shape, structure, construction and joint system. It will classify how bamboo is formed in curved thus result is an organic form. The paper result will show that bamboo can be a potential building material for organic shaped buildings and become an alternative building material other than steel and concrete.
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Procedia - Social and Behavioral Sciences 216 ( 2016 ) 30 – 38
Available online at www.sciencedirect.com
1877-0428 © 2016 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license
(http://creativecommons.org/licenses/by-nc-nd/4.0/).
Peer-review under responsibility of IEREK, International experts for Research Enrichment and Knowledge Exchange
doi: 10.1016/j.sbspro.2015.12.004
ScienceDirect
Urban Planning and Architecture Design for Sustainable Development, UPADSD 14- 16 October
2015
The Potential of Bamboo as Building Material in Organic Shaped
Buildings
Esti Asih Nurdiah*
Department of Architecture, Petra Christian University, Siwalankerto 121-131, Surabaya, 60236, Indonesia
Abstract
Bamboo has been widely known as a sustainable building material due to some reasons among others are bamboo can be easily
cultivated and harvested in a relative short time and can be reused. Bamboo as building materials is easy to bend and lithe. Those
characters are very suitable for organic shaped building construction. This paper attempts to discuss how bamboo is being used in
organic shaped building. Several case studies are taken to describe the relation between shape, structure, construction and joint
system. It will classify how bamboo is formed in curved thus result is an organic form. The paper result will show that bamboo
can be a potential building material for organic shaped buildings and become an alternative building material other than steel and
concrete.
© 2016 The Authors. Published by Elsevier Ltd.
Peer-review under responsibility of IEREK, International experts for Research Enrichment and Knowledge Exchange.
Keywords: Type your keywords here, separated by semicolons ;
1. Introduction
The use of bamboo as building materials has occurred in a long period. Most of traditional houses in Indonesia
and Asia use bamboo as building materials, both as structural and non-structural materials. The use of bamboo in
traditional houses is due to the fact that bamboo grows abundantly in tropical rain forest. But after industrial era has
begun the use of bamboo as building material become obsolete. Bamboo is considered as cheap and non-permanent
* Corresponding author. Tel.: +62-31-8439040; fax: +62-31-8417658.
E-mail address: estian@petra.ac.id
© 2016 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license
(http://creativecommons.org/licenses/by-nc-nd/4.0/).
Peer-review under responsibility of IEREK, International experts for Research Enrichment and Knowledge Exchange
31
Esti Asih Nurdiah / Procedia - Social and Behavioral Sciences 216 ( 2016 ) 30 – 38
materials. It is also considered as low-class material, even called as “the poor man timber” by many modern builder
(Lobokivov, 2009). People tend to choose brick, concrete and steel as structural and construction materials for
modern building.
But nowadays, after global warming and sustainability issues are emerged, bamboo as building materials is
widely discussed and reviewed. Some architect and builder nowadays tend to choose bamboo for building material.
High-quality woodsfor construction are rarely found nowadays because of deforestation. Wood also takes long time
to regrow and ready to use as construction materials. Meanwhile bamboo can be harvested in a short time, which is
between 3-5 years. When planting, bamboo also releases oxygen into the air, the ability that cannot be performed by
industrial materials like steel, plastic and concrete. For the reasons, bamboo has been widely known as sustainable
building materials.
Bamboo naturally grows in the forest but also can be cultivated in plantation. While the largest stock of bamboo
grows in forest, it raises some important questions regarding resource ownership and management (Jansen, 2000).
Local community in Asia usually plant bamboo around their village. In some remote village, bamboo grove is used
as a fence or as boundary layer for the village. In this case, bamboo belongs to the community and it is free to use by
the community.
1.1. The Property of Bamboo as Building Construction Material
Bamboo is basically a giant grass that comes from sub family bambusoideae and family Poaceae or Gramineae.
Sub family bambusoideae comprises both woody and herbaceous bamboos with 1,575 species altogether
(Bystriakova, et al, 2003). Bamboo naturally grows in groups. Its growth character can be divided into two types:
monopodial and sympodial bamboo. Monopodial bamboo roots spread horizontally in a shallow depth of the soil. A
new shoots are produced in a relative long distance from the parents’ plant. Monopodial bamboo is mostly found in
temperate climate such as Japan, China and Korea. While sympodial bamboo roots grow very close to parents’ plant
thus form a clump of many stems or canes. It mostly found in tropical climate such as Southeast Asia and South
America (Anagal, et al, 2010, Widyowijatnoko, 2012).
Fig. 1. (a) Monopodial bamboo; (b) Sympodial Bamboo.
Source: http://nbm.nic.in/types_of_bamboo.html
The characters of bamboo rods are round, segmented, jointed and hollow. Part of bamboo culms or stems consists
of segments or internodes which are separated by diaphragm. The length and thickness of the internodes are varied;
depend on the species and the environment. The structure anatomy of the internodes is determined by shape, size,
and vascular bundles of bamboo culm. In the outer culm (peripheral zone), the vascular bundles are smaller while in
the inner are bigger and fewer. The number of vascular bundles in bamboo culm is reduced from top to bottom,
while the density in relatively in the same amount. Bamboo culm consists of 50% parenchyma, 40% fiber and 10%
conducting tissue (Liese, 1998).
As construction materials, bamboo has a very strong fiber. The compressive strength of bamboo is two times
higher than concrete, while the tensile strength is close to steel. Bamboo fiber has a shear stress that is higher than
wood. Bamboo has wider span than wood. Bamboo also can be curved without breaking. Bamboo is considered as
32 Esti Asih Nurdiah / Procedia - Social and Behavioral Sciences 216 ( 2016 ) 30 – 38
one of building materials that are very strong with tensile strength more and less than 28,000 N per square inch,
compared to steel which is 23,000 N per square inch (Anagal, et al, 2010).
The use of bamboo as construction material must go through preservation process. It is because bamboo is
vulnerable to termites and fungal attack. In construction, bamboo is generally preserved using borax boric acid
solution through several techniques, such as immersion, gravitational or vertical soak diffusion,and injection using
compressor machine. Borax boric acid has proven effective and able to extend the life span of bamboo (Purwito,
2015). However, the use of chemicals in the preservation process arises various questions and debates about the
impact of the waste water to the environment. Therefore, several studies of bamboo preservation using organic
ingredients have been conducted in an attempt to find the more environmental friendly preservation method.
1.2. Organic Shaped in Architecture
Term organic architecture is introduced by Frank Lloyd Wright in his essay entitled “The Language of Organic
Architecture”. Wright’s essay was actually to defend the idea of Louis Sullivan which was known as form follow
function. Organic architecture term comprises a literal relation between a building and its environment, a building
should integrate itself with its site (Cruz, 2012). While organic shape term may have a slightly different meaning
with organic architecture term. Organic form can be described as form that has been generated or created inspired by
natural forms in nature. organically inspired structural systems typically exhibit interesting aesthetic qualities which
are not necessarily intuitive (Sarkisian, et al, 2008). Adaptation of natural forms usually generates an irregular
geometries.
Irregular geometries or by some designer and scholar are called as freeform is not completely irregular or shape
without any pattern, but a shape that can be composed by various forms became a spline curve (Veltkam, 2007).
Moreover, Veltkam explain that freeform can be developed by transform the primitive geometries. The primitive
geometries are elements of zero to three dimensions, such as points, curves, surfaces and volumes. The applied
transformation consist of extrusion, scaling and rotating. Geometric shapes then affect the constructive geometry
which describe the way the geometry was constructed.
Meanwhile, Materials in architecture is should be use based on its nature. As Sandaker (2008) has mentioned:
“Form ‘resides’ in the material, and is made explicit by respecting the qualities and properties, or the ‘nature’,
of that material. Form is conceived irrespective of the material, and is as such free to evolve without
preconditions for realisation in a specific material.”
From Sandaker opinion, it can be said that the use of materials in architecture should consider the character and
properties of the materials because materials play a role in generate a form.
2. Research Method
In this study, case studies are needed to review the potential of bamboo as building material in organic shaped
building. The objects of case studies are Green School, OBI Great Hall, Dodoha Mosintuwu and Bamboe Koening
restaurant. The objects are selected because all of the objects have unique form and organic shape moreover use
specific structural system and construction method to obtain the organic shape. Research method is carried out
through field study, literature review and by acquiring some information from the architect who designed the case
study object. This research is limited to the aspect of form and formgiver, which is defined as structure and
construction system to learn and observe the implementation of bamboo in organic shaped building.
3. Analysis and Discussion
3.1. Organic Shaped Buildings with Bamboo
Bamboo as building material is not constantly use into organic shaped building. The reference shape of bamboo
building mostly come from wooden building which is generally constructed using simple frame structure. Therefore,
the builders tend to construct bamboo into frame structure thus becoming a box, static and, consider as boring,
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Esti Asih Nurdiah / Procedia - Social and Behavioral Sciences 216 ( 2016 ) 30 – 38
simple form building. However, the study, research and exploration of bamboo as building material are being
conducted by scholars, architects and builders. As a result, the evolution of building shape and form of building with
has become more dynamic, moving and flowing. The strength and internal property of bamboo are studied. Bamboo
are pushed to the limit to find what bamboo can do in building, what shape and form can be develop using bamboo,
and what the suitable system is needed to design a unique bamboo building.
Green School is a school building build using bamboo as main structure materials. Initiated by John Hardy, the
school complex building finally won Aga Kahn award in 2010. The school building is located in Bali, Indonesia,
designed in 2006 and completed in 2007. It is considered as the originator of bamboo revival in Indonesia. Even
though bamboo is common building material in Indonesia, but, as mention before, due to the idea of bamboo as
cheap and “poor man timber”, bamboo potential and charm in creating unique building become submerged. Thus
when a bamboo building is awarded by international organization and the design is being discussed by experts,
people become aware to bamboo.
Fig. 2. Green School (a) Main hall “Mepantigan”; (b) Main building “The heart of Green School”; (c) The bridge
Green School building design has been through various stage of exploration in building form, structure system
and construction process. The school complex consist of several masses which each mass accommodate different
function such as classroom, laboratory, multifunction hall, office, student and teacher’s dormitory, etc. Roofs are the
most noticeable and prominent of the mass, each mass has different roof shape and it is organic shaped. The main
hall is using arch shape located near the entrance gate (fig 2.a.). The main building, which is located in the center, is
two to three storage building. The building has three circular shapes that resemble nautilus shell. The three nautilus
shape roof is lined together formed wide envelope for the space below. While other smaller masses has varies roof
shape and form. Not only the masses have organic shape but also the bridge which has hypar structure.
After Green School, various building using bamboo as building material is designed and built. If at first bamboo
used in simple frame structure, nowadays bamboo is pushed to the limit and other structure systems are proposed.
OBI Great Hall which is located in Jatiluhur, West Java province, Indonesia, is known as one of the phenomenal
building using bamboo. Designed by Andry Widyowijatnoko, OBI Great Hall is an example of wide span building
structure using bamboo. The oval shape plan is covered by combination of dome and hypar shape roof. The opening
at the roof top creates a stunning and striking skylight.
Fig. 3. OBI Great Hall (a) Building form; (b) Interior, show the structural system
34 Esti Asih Nurdiah / Procedia - Social and Behavioral Sciences 216 ( 2016 ) 30 – 38
Along with the increasing popularity of bamboo to public, especially designer, the use of bamboo as building
material began to be implemented in commercial buildings such as exclusive yet expensive resort hotel and
restaurant. For example is Bamboe Koening (yellow bamboo) restaurant in Lodtunduh, Bali, which is recently
received an award from FuturArc for using local material and worker. Designed by young architect, Effan Adhiwira,
the restaurant has a circular plan with a circular stage in the center of the restaurant; therefore, the owner can
perform a Balinese traditional dance on the stage. Its roof also has a circular and dynamic shape that make the
building looks like a serpent.
Fig. 4. Bamboe Koening restaurant (a) Building form; (b) Interior, show the organic roof form
Another organic shaped bamboo building designed by Effan Adhiwira which also has an organic shape is a
community building for community development project in Poso, Central Sulawesi (Celebes) province, Indonesia,
namely as Dodoha Mosintuwu. This unique building is built on land that is flooded every rainy season thus the
construction process is conducted on the dry season. It has dynamic and twisting roof shape combination of
synclastic and anticlastic curvature. The synclastic curvature roof shape serves as an envelope for multipurpose hall
while the anticlastic curvature roof shape is for daily activities space, such as office and library.
Fig. 5. Dodoha Mosintuwu (a) Interior; (b) Exterior; (c) Entrance
Source: courtesy of Effan Adhiwira
3.2. Structural System of Organic Shaped Buildings with Bamboo
Architecture cannot be detached from form and architecture also requires structure to create form, without
structure, the form cannot be achieved and only become a mere concepts. Structural system can be divided into form
active, semi form active and non-form active structure systems. Form active structure is a structure system that only
can withstand the axial forces, tension or compression. While non-form active structure is a structure system that
can withstand both tension, compression, and also bending moment (Macdonald, 2001). Considering from the four
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buildings that have been mentioned before, organic shape are implemented to the roof. Furthermore, the roof form
can be created and developed from spatial or surface structure. Surface structure can be divided into non-rigid shape,
such as cables and membranes, and rigid shape, such as grid shell, shell, folded plate, hybrids and freeform
(Betchthold, 2008). The four buildings taken as case of study, none are resolved using non-rigid system but some
structure systems are tent-like structure.
Building masses in Green School are using form active structure to achieve organic shape for the buildings form.
The main hall using wide span arches, that are stabilized by roof rafters, to form the curved shape roof. Long roof
eaves provide good protection from sun and rain. The main building, functioned as office, which has nautilus shell
shape is resolved using surface structure. The surface structure of the main building, called as the heart of Green
School, uses battens, rafters and purlins supported by bamboo pillars. The system resemble to the tent-like structure
system. The circular purlins play a role in giving the nautilus shell shape to the roof. Meanwhile other smaller
buildings are using combination of arches and surface structure.
Fig. 6. Green School structure system; (a) Arches in main hall “Mepantigan”; (b) Surface structure in main building “The heart of Green School”;
(c) Bamboo arches in classroom.
Source of Fig. 6.a.: http://www.designboom.com/architecture/pt-bamboo-pure-green-school-bali/
OBI Great Hall which needs a wide span structure for the multipurpose hall is using a semi form active structure
system. Trusses frame are arranged in a radially reinforced by braced frame to resist lateral forces. A comparative
research of Green School main hall and OBI Great Hall conducted found that OBI Great Hall radial configuration of
the trusses are needed compression purlins placed at the outer ring and tension purlins at the inner ring to stabilize
the configuration (Maurina, et al, 2014).
Fig. 7. OBI Great Hall structure system; (a) Skylight; (b) Trusses; (c) Details of braced frame.
Synclastic curvature shape of Dodoha Mosintuwu roof is resolved using arches combined with trusses. Arches
are spanned to the longitudinal direction while trusses are needed to stabilize the transverse direction (Fig. 8.c.).
Meanwhile, the anticlastic curvature roof is resolved using trusses. In this project, straight bamboo rods are used for
rafters and trusses while natural curved bamboos are used for the arches. In order to elaborate wide span arches,
natural curved bamboo joined in row until the desired length and shape are achieved. Bamboo species that grows
abundantly in the location are classified to the sympodial bamboo thus natural curved bamboo is easily found. But
36 Esti Asih Nurdiah / Procedia - Social and Behavioral Sciences 216 ( 2016 ) 30 – 38
local people tend to choose straight bamboo than natural curved bamboo and dispose the natural curved bamboo;
therefore mostly the natural curved bamboos which are used during the construction process are free of charge. In
fact, mostly the bamboos that are used for the construction are free or very cheap because local people, at that time,
didn’t consider bamboo as valuable building material. As a result, construction cost is reduced significantly.
Fig. 8. Dodoha Mosintuwu structure system; (a) structure of the Synclastic roof part; (b) Interior; (c) Structure model.
Source: courtesy of Effan Adhiwira
Utilization of natural curve bamboo is also applied by the architect in the Bamboe Koening restaurant. The
structure system of the building combine trusses system and arches. The arches also play a role to stabilize the
structure and to avoid deformation due to lateral force thus the building circular form can be maintained.
Fig. 9. Bamboe Koening structure system; (a) Bamboo arches; (b) Structural details; (c) Structure model.
Source of Fig. 9.c.: courtesy of Effan Adhiwira
3.3. Construction Techniques of Bamboo for Organic Shaped Buildings
Organic shape buildings generally use arch, spline or other curvature shape. To achieve the form, it needs curve
bamboo. There are two methods of bamboo bending according to Dulkenberg: hot bending method and cold
bending method. Hot bending method can be done by immersing bamboo in the lukewarm water until the fibers are
become soft enough to be curves using clamp; or by heating bamboo section to the desire heat (>150o) that cause
bamboo fibers become soft and easy to bend. To bend bamboo in cold bending method can be done by splitting
bamboo into planks then tie it into become a bundle; or by slashing bamboo rods the curved it. Bamboo bending
method can produced smooth or segemented bamboo curved as well as can increase or decrease th strength of
bamboo, differ to the method that is applied (Maurina, 2015).
Bamboo split technique is used in Green School structure, especially as supporting arches in the smaller masses
that are functioned as classrooms. While in Bamboe Koening restaurant, bamboo splits are installed at the roof eaves
to support rafters and form a twisting end of the roof. Bamboo split method is flexible and easy to construct. It can
be used to create smooth curve even spline shape. However, bamboo split method can decrease the strength property
of bamboo and can cause structural deformation and deflection (Maurina, 2015). To prevent deformation and
deflection of structural members, the sufficient dimension proportion to the span is needed.
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Esti Asih Nurdiah / Procedia - Social and Behavioral Sciences 216 ( 2016 ) 30 – 38
Fig. 10.Structural details; (a) Bamboo split method and bamboo bundling; (b) Bamboo split details; (c) Detail of arches using bamboo bundling.
In addition to these two methods, we can take advantage from natural curve bamboo. Bamboo can grow in curve
shape; depend on the species, soil condition and environment. Natural curve bamboo can be joined in a row to create
a continuous curve shape. This method can be applied to create arches or spline roof ridge. Joinery can be done by
inserting smaller bamboo into the culm, or by inserting other materials, such as resins. This method is applied in
Green School, Dodoha Mosintuwu and Bamboe Koening restaurant. Besidesusing natural curved bamboo, curved
shape, especially for arches, can be crete by bending and bundling smaller bamboos (Fig. 10.c).
4. Conclusion
The use of bamboo as building material in organic shaped building proved vastly potential because the nature and
properties of bamboo are capable to accommodate it. Organic shaped building generally develop using form active
structure system or semi form active system, although it is also possible to use non-form active structure system, i.e.
trusses. There are several method that can be done to curve or bend the bamboo into desired shape, such as hot
bending method and cold bending method. Beside hot bending and cold bending, curvature shape also can be
generated by connected natural curve bamboo. Beside the understanding about the nature and properties of bamboo,
the knowledge about structure system and bending method, the knowledge about joinery system is also needed.
However, the use of bamboo as sustainable building material still arise a question about the preservation method.
It is critical to observe and perform continuously research on effective and environmental friendly preservation
method using minimal or without chemical ingredient to minimize negative impact to the environment. Therefore
we can use bamboo in reliable and responsible manner
Acknowledgements
The author of this paper would like to thank to Petra Christian University of its financial support of the research;
to Mr. Effan Adhiwira and Mr. Andry Widyowijatnoko for the knowledge of bamboo in architecture and for the
project sharing.
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... Priori codes derived deductively from previous NbS research were used to group themes from the data, focusing on critical aspects such as NbS application, sustainability, benefits and challenges. Simultaneously, the method allowed for the emergence of themes directly from the data through inductive coding (Nowell et al., 2017). In instances of disagreement, the two authors revisited the sources to verify the accuracy of interpretations and discussed the conclusions and implications of each study collaboratively. ...
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Purpose The study aims to examine the potential benefits of integrating nature-based solutions (NbS) in the housing sector. Design/methodology/approach The approach adopted was a systematic literature review aided by the Preferred Reporting Items for Systematic Reviews criteria and the VOSviewer software. Abductive reasoning was used to analyze the collected data, which was then subjected to content analysis through an iterative read-and-review procedure. Findings The study identified green walls, indoor greenery, porous pavement and landscaping, rainwater harvesting and water purification and green roofs as elements of buildings where NbS should be incorporated. Although nature-based research on integrated greenery facades and roof applications was noted, rainwater harvesting and water purification-oriented research remained dominant. These findings demonstrate the advantages of implementing NbS in the housing sector, including energy efficiency, environmental development, flood prevention and sustainable water management. Integrating NbS into housing designs can considerably contribute to the creation of more resilient, eco-friendly and comfortable living environments. However, the adoption of NbS faces hurdles, including a lack of awareness, limited policy support and economic constraints. Practical implications This study recommends that NbS be mainstreamed into housing development and knowledge exchange opportunities between sub-Saharan Africa and Europe, as well as other regions, to promote the adoption of NbS through research and collaborations. Also, it contributes to the discourse of sustainable affordable housing in the Global South while addressing United Nations Sustainable Development Goals 11, 12, 13 and 15. This study offers valuable guidance to stakeholders, thereby fostering the development of more sustainable and resilient housing practices and policies. Originality/value The study used VOSviewer software visualization to identify structural patterns and track prominent research frontiers, allowing for a more thorough yet concise mapping and capture of a scientific knowledge domain.
... Many wood and non-wood species evidently have good potential as building materials (Nurdiah 2016 andSanti et al. 2016). Sengon wood and oil palm lumber are especially appealing to be developed as house-building materials in Indonesia. ...
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In this study, sandwich panels made from oil palm lumber, sengon, and gmelina wood were impregnated with a boron-alum solution to improve their water and termite resistance. Water resistance testing was evaluated using a thickness swelling test following the method in SNI 03-2105. The sandwich panel was also tested for its durability against dry wood termites, according to SNI 01-7207. The weight loss, mortality, and attack degree were used as the parameters for evaluating termite durability. The results showed that the treatment with a boron-alum solution can increase the stability, water resistance, and weight loss properties up to 73%, 41%, and 100%, respectively. The best properties of the sandwich panel were obtained by the sengon-isocyanate panel with 8% boric acid-borax and 5% alum treatment which has thickness swelling of 2.37%, water absorption of 49.04%, weight loss of 0.0124%, termite mortality of 100%, and attack degree of 0. KEYWORDS: Impregnation, dimensional stability, oil palm lumber, sengon wood, dry wood-termite durability
... A number of techniques are frequently employed by designers to heighten the feelings evoked by human interaction with nature [30]. For instance, molding polymorphic window openings and water flow to let in more light [36], putting up greenery on the roof [37], changing the office setting to a natural setting [38], or putting potted plants in the workspace [39], employing natural plants rather than steel [40]. All of these techniques are intended to help people establish stronger relationships with nature and recognize the significance of the natural world in human development on the cognitive, emotional, and spiritual levels [41]. ...
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The formal beauty of “objects” is the main focus of modern rural landscapes, ignoring human interaction with the environment and the emotional reflection in this behavioral process. It is unable to satisfy the emotional needs of younger people who aspire to a high-quality life in the rural environment. The research idea of this paper is ‘first assessment—then design—then validation’. First, A 5-point Likert scale was used to investigate differences in contemporary young people’s emotional perceptions of the four rural natural landscapes in terms of instinct, behavior, and reflection. Then, using architectural design methods, a visual attraction element (viewing platform) was added by selecting samples that varied in all three dimensions (visual richness, behavioral attraction, and depth of thought). After that, a desktop eye tracker was used to record the eyeball characteristics of participants viewing the current images of natural landscapes and images of modified natural landscapes (pupil diameter, fixation duration, gaze point, etc.), and these data were combined with the subjective psychological perception scale score to determine whether or not the subjects’ positive emotions are evoked by the modified natural environment. The findings indicate that placing visually attractive elements between people and the natural world can cause subjects to feel good, think deeply, and feel more a part of the surroundings. Furthermore, we confirmed that subjects’ emotions can be evoked by 2D natural environment pictures and that the length of time subjects gaze at a picture is unaffected by the size of any individual element.
Chapter
Studies on recent tropical bamboo development as the structural component are very limited. Therefore, an experimental programme was conducted to investigate the possible application of the infilled concrete with bamboo as a load-bearing wall. This study observed effective and practical techniques of concrete-bamboo sandwich panels (BSP) constructed as load-bearing walls with and without openings to withstand compression loads. A nonlinear 3D finite element model (FEM) of the BSP wall was developed using the ABAQUS 2022 to simulate the entire BSP component. As a result, the BSP without openings exhibits higher compressive strength than the BSP with openings. The stress predictions from the finite element model align closely with experimental data, with error rates of 16.98% for walls with openings and 1.38% for walls without openings. The failure mechanism of load-bearing walls is effectively modelled, and the predicted failure loads are in close agreement with the experimental results. Furthermore, an increase in the percentage of longitudinal bamboo reinforcement significantly enhances the compression strength and load-carrying capacity of the BSP walls.
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This paper investigates the effect of innovative cross-sectional configurations on Low-Cost Bamboo Composite (LCBC) structural members. The study employs both experimental and numerical methods with different resin matrices and bamboo species. In this study, LCBC short columns are designed with different innovative cross-sectional configurations in an attempt to overcome the costly production processes of engineered bamboo. This approach uses bundles of bamboo, both in culm and strip forms. A compatible, environmentally responsible, and economically justifiable resin matrix is used to fabricate an LCBC member. The production of LCBC members does not necessitate highly advanced technology. This capability enables the production of LCBC members in custom-designed cross-sectional shapes and lengths. This study introduces the Russian doll (RD), Big Russian doll (BRD), Hawser (HAW), and Scrimber (SCR) cross-sectional configurations. Extra-large, large, medium, and small sizes of bamboo are employed. Synthetic Epoxy (EXP), a Bio-based Experimental soft filler (BE1), Bio-Epoxy (BE2), Furan-based (PF1) matrices are applied. Furthermore, Moso, Guadua, Madake, and Tali bamboo species are incorporated. The results of this study reveal that the most efficient cross-sectional configuration for compressive strength is the HAW configuration, closely followed by the SCR configuration. LCBC members with bio-resins have shown excellent promise in competing in strength with those made with their synthetic counterparts. The maximum compressive strengths (MPa) were achieved by two specimens with synthetic epoxy closely followed by a specimen with bio-epoxy, namely HAW-EPX-M, RD-EPX-M, and RD-BE2-G specimens with 78 MPa, 75 MPa, and 72 MPa, respectively. In terms of the modulus of elasticity of LCBC with different resin matrices, the stiffest specimens were HAW-BE2-M1, HAW-EPX-M, and HAW-BE2-M2 with 3.89 GPa, 3.08 GPa, and 2.54 GPa, respectively. The theoretical and numerical modelling of the LCBC members showed excellent correlation with the experimental results, which provides the capacity to design LCBC for engineering projects. The LCBC design can be further developed with more bamboo and less resin content.
Thesis
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The use of bamboo as building material has been ascending recently due to the rise in public environmental awareness. Bamboo is one of the most sustainable building materials. It is a renewable resource that grows quickly. As a low-energy building material in its natural form, bamboo is traditionally associated with the cultures of Asia and South America. Its strength, enormous availability, and easy workability have made it a dominant building material throughout much of the world, where it has grown natively for centuries. Its use in modern, mainstream construction, however, is rare. A few pioneering architects and engineers in South America and South East Asia have demonstrated bamboo’s potential for high-end buildings, but they remain the exceptions. Despite this progress, using bamboo as a structural material remains difficult, especially as a tension element. Although bamboo has extremely high tensile strength, the lack of a joining system to accommodate its strength makes the application uneasy. The characteristics of the bamboo itself generate the difficulties in bamboo joinery. The round shape and cavities inside the bamboo are two of those characteristics. Therefore, it is a special task to develop tension loadable joints to expand the range of structural applications of anisotropic bamboo pole. The main objective of this phenomenological and experimental research was to propose new tension loadable bamboo joints. The secondary objective was to classify bamboo constructions and bamboo joints to put the proposed bamboo joints in a context. The development of new bamboo joints classification was based on the classification by Janssen (2000). Three types of tensile loadable bamboo joints were proposed: utilizing the hollowness of bamboo; using the outer part of bamboo by enlacing a steel wire; and employing the shear and the bearing strength of bamboo by attaching perpendicular elements. After a comparison study, the chosen lashing-based bamboo joints were developed in an experimental research. A loop of steel wire using a kind of lasso knot was twined around the bamboo in such way that it will tighten by pulling the wire. Tension force induced in the steel wire by an element inserted inside the cavity of the bamboo was converted to radial compression perpendicular to the fibers to the center of the pole causing a circumferential stress in bamboo. Preliminary tests were conducted to determine the radial compression strength of the bamboo. There were two types of winding: one and three hemispherical-windings. The result of these tests was used to calculate the load capacity of the joint under radial compression. After calculating the strength of the joint in each component against its corresponding load, three samples of lashing joints with eye-bolts were tested. Two types of failures happened: the wire sliced the bamboo after the rings slipped into the holes; and the wire broke off. The average strength of the joints of 34.09 kN almost passed the ultimate strength of the used steel wire. Based on the results above, the joint was improved by replacing the eye-bolt with a rod and some cross-dowels in such a way that similar lashing technique can be multiplied in every joint. As a result, it spread the force over a wider surface area of bamboo, and it was called bamboo joint with multi knots. The tension tests on the bamboo joints with multi knots showed an expected result, as the failures of three samples happened in the rods when they broke off. The average tensile strength was 77.91 kN, beyond the ultimate strength of the used M16 rod. This type of failure is very important, because the user can predict the strength of this joint more precisely. After using a bamboo with approximately similar diameter and wall thickness, the strength of bamboo joint with multi knots can be customized. After the rod with certain tensile strength is chosen, the number of knots in accordance with the strength of each wire can be determined. Developed from traditional lashing techniques, this bamboo joint with multi knots provides a relatively cheap and easy joint, which can be made even by an unskilled worker. Therefore, this joint can bolster the utilization of bamboo pole as a tension element in vernacular bamboo construction. Furthermore, the capability to transfer both tensile and compression force without eccentricity makes this joint also suitable for space structures.
Conference Paper
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Safe, efficient structural forms are abundant in nature. The challenge, however, is to quantify these forms and to derive behavior that is adaptable, constructible and cost effective. Adaptations and mathematical derivations that use nature's mechanics in structural design have led to innovations in structural systems. These organically-inspired structural systems typically exhibit interesting aesthetic qualities which are not necessarily intuitive. Natural structural systems may also incorporate devices that understand and respond to demand, alter behavior, and ensure optimal performance.
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In this richly illustrated book with many practical examples, Bjorn Sandaker provides readers with a better understanding of the relationship between technology and architecture. As an experienced teacher and writer, Sandaker offers a well-founded aesthetic theory to support the understanding and evaluation of a structure's form and design, examining concepts and viewpoints from both the professions of engineering and architecture. Comprehensively covering structure and aesthetics, this book is ideal for students, professionals and academics in the areas of architecture and building.
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Irregularly shaped buildings with double curved surfaces, also known as free forms or Blobs, have regained interest from architects. Those actually built however, despite their futuristic look, have load-bearing structures which are still based on conventional principles, as building systems suitable for these new shapes do not exist. The present research aims at proposing structural systems which are appropriate for free-form building designs, that is to say, which are able to follow the architectural shape and still can be built. For this, a) fabrication techniques, b) geometrical descriptions and c) principles of load transfer have been inventoried. Built examples of free-form buildings and similar objects were studied and categorised according to the inventory. From this study, search directions have been defined. Exploration of these has resulted in 23 highly abstract structural schemes. These have been developed further into 3 structural systems. The systems resulting from the research offer unprecedented freedom to shape load-bearing structures, while they can also be rationally built. Furthest developed (including prototypes) of these proposed solutions is the Delta Ribs system. In this system, steel members called Delta Ribs are applied in a network structure in which each rib shapes itself with respect to the local geometry and the required structural capacity at that point. Load-bearing structures can now be fully and effectively integrated in free-form building shapes.
Article
Safe, efficient structural forms are abundant in nature. The challenge, however, is to quantify these forms and to derive behavior that is adaptable, constructible and cost effective. Adaptations and mathematical derivations that use nature's mechanics in structural design have led to innovations in structural systems. These organically-inspired structural systems typically exhibit interesting aesthetic qualities which are not necessarily intuitive. Natural structural systems may also incorporate devices that understand and respond to demand, alter behavior, and ensure optimal performance. Three conceptual structural systems are considered which example the use of organic and natural forms in building design. First, bamboo geometric properties as they relate to structural efficiency are examined and applied to the China World Trade Center Tower Competition. Second, organic growth patterns form the perimeter structural framework of the Transbay Transit Tower Competition. Third, nature-inspired genetic algorithms are used to optimize the perimeter cable filigree of the Al Sharq Tower.
Bamboo Construction : Learning Through Experience
  • V Anagal
  • G Darvekar
  • V A Gokhale
Anagal, V., Darvekar, G., & Gokhale, V. A. (2010). Bamboo Construction : Learning Through Experience. ARCHITECTURE -Time Space & People, page 36-43.
Wright's Organic Architecture: From Form Follows Function to Form and Function are One
  • Cruz
Cruz, C. A. (2012). Wright's Organic Architecture: From Form Follows Function to Form and Function are One. Wolkenkuckucksheim Issue 32. Vol. 17. 2012.
International Network for Bamboo and Rattan (INBAR)
  • J J A Jansen
Jansen, J.J.A. (2000). Designing and Building with Bamboo. Technical Report No. 20. International Network for Bamboo and Rattan (INBAR).