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Publications
Publications (10)
The paper presents discrete element simulations of the in-plane horizontal shear of planar walls having different bond patterns. The aim of the analysis was to decide whether the shear resistance could be improved by applying patterns containing vertical bricks. The results show that the presence of vertical bricks increases the shear resistance in...
The multistage oedometric relaxation test (MRT) with large load imposition rate is studied. It is found that a very fast stress drop occurs at the beginning of the stages. Due to some regulation problem, the control system may cause a slight partial unloading at the start of the stage. The so resulted difference of the MRT compression curve and the...
Two parameters are introduced being in unique, nearly linear relationship with each-other (density parameter (s0) and base entropy (S0) being basically equal to an abstract mean diameter parameter (i0)). The results of the analysis of some smin data are presented showing that s0 is asymmetric part of smin in terms of i0. It is shown that the result...
The aim of the paper is to give a suggestion to the structural engineers to model masonry infilled reinforced concrete frames. We made several experiments, and developed some numerical models. One question is how to model the infill masonry for monotonic increasing lateral load? Three different numerical models were investigated. The simplest model...
The aim of the paper is to introduce how to model more accurate masonry infilled reinforced concrete frames with commercially available FEM software. We developed some numerical models. One question is how to model the infill masonry for monotonic increasing lateral load? Three different numerical models were investigated. The simplest model is the...
The aim of the paper is to give a suggestion to the structural engineers to model masonry infilled reinforced concrete frames. We made several experiments, and developed some numerical models. One question is how to model the infill masonry for monotonic increasing lateral load? Three different numerical models were investigated. The simplest model...
The aim of this paper is to analyze the influence of the limited load carrying capacity of the connections on the plastic limit state and shakedown of elasto-plastic steel (or composite) framed structures under multi-parameter static loading and probabilistically given residual energy condition. In addition to the limit analysis and shakedown, to c...
This paper gives a summary of numerical experience of analysis of continuous motion of finite mechanism. The procedure can calculate finite displacement of assemblies composed of rigid bars and pin joints with one degree of freedom. At the beginning of or during the motion, change of degree of freedom, that is bifurcation, and limit point can occur...
Numerikus megoldásokat állítottunk elő a körpárok és körhármasok gömbön való legsűrűbb elhelyezésének problémájára, és szimmetria alapú vizsgálatokat végeztünk a gömbi körelhelyezés gráfjának Danzer-féle merevségére vonatkozóan. Egy általunk bevezetett gömbölyűségi kritérium alapján optimális, gömböt közelítő poliédereket konstruáltunk. A szakrális...
