Study on the effect of the circulate loading on the young ' s model of rock in a low stress state
2.
A coefficient of 0 . 9 can be multiplied to ensure the safety of structures . by and large , the back covered porous brick wall with constructional column and gird beam has the same shearing strength under low circulated load as other porous brick wall , so the shear resistance and aseismatic capability can be calculated by the standard method . the experiment indicates that the back covered porous brick wall has good energy absorbing as well as deforming capability , and it can satisfy the requirement of aseismatic structures
3.
In the static nonlinear pushover analysis , basic concepts and different applicable methods of the static nonlinear pushover analysis are summarized . then the lateral load pattern and the target displacement , which are key problems of the static nonlinear pushover analysis , are improved . the new developed lateral load pattern is the instantaneous adaptive lateral load pattern gained by the internal force of the structure , and the new developed capacity spectrum method combined with the code response spectrum is used to gain the target displacement . at the same time , a pushover analysis of circulating load pattern is developed , and a relevant static nonlinear pushover analytic program is provided . the analytic results of two examples demonstrated that the instantaneous adaptive lateral load pattern is able to reasonably capture the important response attribute and that the pushover analysis of circulating load pattern compared with the pushover analysis of single direction load pattern can more accurately reflect the effect of the earthquake
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