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Concrete block is the most competitive in new wall materials. For further researching on seismic performance of masonry structures, this paper carries out test research on 6 specimens under cyclic loading, and obtains test date including hysteretic curve, skeleton curve, bearing capacity, ductility and energy dissipation etc. Major influence factors are listed as following: constructional column,...
Analysis on size effect of calculation theory for ultimate bearing capacity of flexural member is carried out in this paper, including basic assumptions and calculation equations. The paper collects test information of five different section size samples in the state of ultimate bearing capacity, including sectional bending moment, deflection and section strain etc. The total number of RC free beam...
Many researches on size effect of quasi-brittle materials have been carried out. But experiment combining with RC structures is not sufficient. At present, design values in rules and regulations are mainly based on experimental results of small size test samples, which exist different from practical engineering structures. Meeting structural normal using function is a basic principle of structural...
Many studies on size effect of quasi-brittle materials such as concrete and mortar have been carried out. But experimental study and theoretical analysis combining with concrete structure or component is not sufficient, and related theory is not verified fully. This paper collects test information of five different section size samples in different loading stage, including bearing capacity, deflection,...
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