A research program is summarized in which collapse of a steel frame structure is predicted
numerically and the accuracy of prediction is validated experimentally through earthquake …

A simplified methodology for predicting the median and dispersion of collapse capacity of
moment-resisting frame and shear wall structural systems subjected to seismic excitations is …

In order to effectively utilize results from quasi‐static cyclic testing on structural components
for the earthquake‐induced collapse risk quantification of structures, the need exists to …

子结构混合试验是再现大型结构复杂地震响应的最有效方法之一. 该文总结了子结构混合试验在
过去30 年发展过程中所面临的主要问题. 子结构混合试验需要一个稳定而精确的时间积分算法 …

Hybrid simulation combines numerical and experimental methods for cost‐effective, large‐
scale testing of structures under simulated earthquake loading. Structural system level …

The collapse resistance of steel columns subjected to combined axial and reversed lateral
loading is investigated computationally. Detailed finite-element models that are validated …

The paper investigates both local and global capacity criteria for collapse assessment of RC
frame buildings. Both literature and regulations criteria are considered, also including the …

SUMMARY A hybrid numerical and experimental simulation to collapse was conducted on a
one‐half scale moment‐resisting frame building with two experimental substructures at …

An efficient component model has been developed that captures strength and stiffness
deterioration of steel hollow structural section (HSS) columns. The proposed model consists …

Reponses of structures subjected to severe earthquakes sometimes significantly surpass
what was considered in the design. It is important to investigate the failure mechanism and …