Current impact factor: 0.20
Impact Factor Rankings
|2016 Impact Factor ||Available summer 2017 |
|2014 / 2015 Impact Factor ||0.202 |
|2013 Impact Factor ||0.216 |
|2012 Impact Factor ||0.105 |
|2011 Impact Factor ||0.082 |
|2010 Impact Factor ||0.047 |
Impact factor over time
|5-year impact ||0.12 |
|Cited half-life ||- |
|Immediacy index ||0.00 |
|Eigenfactor ||0.00 |
|Article influence ||0.02 |
|ISSN ||0350-2465 |
Publications in this journal
[Show abstract] [Hide abstract] ABSTRACT: Optimization methods for narrowing down the choice of resources, and for their allocation, are highly important in all phases of construction projects. This particularly concerns complex project environments where resources (construction machines) have to be allocated to several construction projects at different phases
and with different priorities. The authors propose a model based on the multicriteria optimisation algorithm and the ranking of scenarios involving sub-optimal programs for serial multi-channel operation of construction machines, with a fixed number of machines for final selection, and with separation of the optimum program
and/or program scenario cross-sections in complex environment.
[Show abstract] [Hide abstract] ABSTRACT: The use of component method for determining the moment resistance of an innovative beam-to-beam timber-steel connection is presented in the paper. The calculation of resistance of steel components is conducted based on EN 1993-1-8. The resistance of timber components is determined according to EN 1995-1-1, and based on the full-scale laboratory experiments and the finite element modelling results. The developed moment resistance calculation model, based on the component method, is well in line with the full-scale experimental and finite element modelling results.
[Show abstract] [Hide abstract] ABSTRACT: The behaviour of RC beams strengthened with precast RC plates of rectangular and U cross-section is studied in the paper. An experimental investigation was conducted to assess effectiveness of strengthening with precast plates. The investigation was supported with the 2-D nonlinear finite element analysis (NLFEA). The NLFEA results showed a good level of correlation with test results. The proposed technique is considered to be a good alternative to RC jacketing and the technique is practical, economical and reliable for buildings or bridges with a greater number sisof similar beams.
[Show abstract] [Hide abstract] ABSTRACT: The catchment area of the Jadro and Zrnovnica springs, which is a typical Dinaric karst aquifer that supplies water to the city of Split and its surroundings, is studied in the paper. The trend of typical spring-water pollution indicators is analysed, water quality is estimated, and anthropogenic impact is assessed based on the COST 620 procedure, through analysis of hazards threatening to pollute water in this drainage area.
[Show abstract] [Hide abstract] ABSTRACT: An approach to seismic analysis of bridges under spatially variable ground motions is presented. The phenomenon of spatial variability of earthquakes, its effects on bridge response, and differences with respect to simultaneous excitation of supports, are explained. The model of such excitation is described in detail, and procedures for generation of spatially variable ground motions are outlined. Numerical analysis methods, efficient for solving this problem, are also presented. The described methodology is applied in the seismic analysis of an arch bridge. The analysis results show that the spatial variability of ground motions has a detrimental effect on most of the analysed bridge response values.
[Show abstract] [Hide abstract] ABSTRACT: A newly developed numerical model for the analysis of stress-ribbon bridges under the short-term (static and dynamic) and long-term loads and actions is presented in the paper. The model can simulate main nonlinear effects of the behaviour of these structures, including nonlinear behaviour of materials, change in the structure geometry, phased construction, prestressing, etc. Basic solutions for the stress-ribbon bridge over the Cetina River near Zadvarje, and some results of its calculation using the developed numerical model, are presented.
[Show abstract] [Hide abstract] ABSTRACT: Significant improvements have been made in recent years in the field of submarine outfall construction technology. Such an advancement, resulted in structural improvements of submarine outfalls, especially with regard to diffuser pipes, risers, and ports. The paper focuses on the modelling of one part of submarine outfall, namely the diffuser pipes made of various materials, and on the effects of their surroundings (internal and external flows). The fluid structure interaction technique is applied in the analyses. The analyses conducted in the paper show that the highest stress values are obtained in the pipe-riser connections. Highest displacements are observed when wave load is axially applied on the structure.
Data provided are for informational purposes only. Although carefully collected, accuracy cannot be guaranteed. The impact factor represents a rough estimation of the journal's impact factor and does not reflect the actual current impact factor. Publisher conditions are provided by RoMEO. Differing provisions from the publisher's actual policy or licence agreement may be applicable.