Nonlinear response history analysis (NLRHA) is considered the most accurate procedure for
evaluating the seismic performance of high-rise buildings. However, it requires considerable …

Recently, the issue of high inelastic seismic demands at severe ground shakings such as
MCE level has been highlighted in the conventionally designed high rise reinforced …

The seismic response of the high‐rise reinforced concrete (RC) wall structures is really
complicated as several vibration modes other than the fundamental mode normally …

In this study, a simplified approach for the analytical development of fragility curves of high-
rise RC buildings is presented. It is based on an approximate modal decomposition …

This paper presents a modification of the modal-based ground motion selection (MGMS)
method for improving the reliability of the nonlinear response time history analysis (NLRHA) …

Nonlinear response history analysis (NLRHA) procedure is one of the most precise and
accurate numerical method to compute the seismic demands of high‐rise structures but is …

A simplified analysis procedure for evaluating the nonlinear seismic responses of tall
reinforced concrete (RC) buildings is examined in this study. It is called the Uncoupled …

Among various analysis methods, response spectrum analysis (RSA) is widely used to
compute design forces of structures subjected to earthquake loading. Previous studies …

A large number of residential buildings in regions subjected to severe earthquakes do not
have enough load carrying capacity. The most of them have been constructed without …

In this study, a building steel structure that adopted an equivalent shear beam structure
model is analyzed, with the updating effects on this simplified analysis model discussed …