This paper presents state-of-the-art review of force reduction factor evaluation for the main
traditional steel lateral load resisting systems: moment resisting frames, concentrically …

In most of the seismic design provision, the concept of strength reduction factor has been
developed to account for inelastic behavior of structures under seismic excitations. Most …

A performance based seismic design method for eccentrically braced frames (EBFs) and
buckling restrained braced frames (BRBFs) is developed herein. The method is a force …

The vertical component of seismic ground motions (VGM) may induce severe responses in
roof-type structures such as mega canopies, large floors, etc. This paper proposes a ductility …

This paper aims to develop response modification factors for stiffness degrading structures
by incorporating soilstructure interaction effects. A comprehensive parametric study is …

For the majority of buildings and structures, the analysis of seismic effects is performed
employing the linear-spectral method, and is included into the design regulations of different …

A predictive model is presented for estimating the peak inelastic oscillator displacements
(Sd, ie) from peak ground velocity (PGV). The proposed model accounts for the variation of …

结合国内水工结构抗震研究的发展, 对近年发表于相关领域的国际期刊杂志的工程抗震研究最新
发展进行调研. 伴随实际强震, 近震地震动记录及震害资料的不断丰富, 工程抗震研究也得到了 …

For the majority of buildings and structures, the analysis of seismic effects is performed
employing the linear-spectral method, and is included into the design regulations of different …

Current seismic provisions allow structures to experience inelastic deformation as a means
of energy dissipation during severe earthquakes. The energy dissipation capacity of a …