The problem of earthquake induced torsion in buildings is quite old and although it has
received a lot of attention in the past several decades, it is still open. This is evident not only …

Historically, the seismic performance of structures with conditions of structural irregularity
has been poor in strong earthquakes when compared to those of regular structures. In …

In this study a strategy was developed for an appropriate plan-wise distribution of
viscoelastic dampers to minimize the torsional responses of an asymmetric structure, with …

研究了钢支撑混凝土框架结构侧移和扭转地震响应的特点, 揭示了在反复加载过程中钢支撑动力
屈曲会对抵抗扭矩产生影响, 使结构塑性铰状态发生非均衡性变化从而导致非弹性扭转的过程 …

Seismically driven asymmetric structures are more vulnerable than their symmetric
counterparts because of the coupling of lateral and torsional vibration. Though the research …

研究速度脉冲地震下, 刚度偏心, 强度偏心和两者组合偏心体系的弹塑性抗震需求.
基于新开发的变轴力-双向弯曲模型, 选取8 条速度脉冲地震记录, 进行了强速度脉冲地震效应和 …

Existing building structures can easily present material mechanical properties which can
largely vary even within a single structure. The current European Technical Code, Eurocode …

The seismic fragility of reinforced concrete (RC) frame systems considering the
disadvantages of both structural eccentricities and pulse‐like earthquake effects is …

The inelastic seismic responses of plan asymmetric multi-storey reinforced concrete moment-
resisting frames stiffened with ductile reinforced concrete structural walls have been …

The influence of steel brace buckling on inelastic torsion of steel braced concrete frame
structure is studied. On the background of a project, the shaking table test results of two …