针对汶川地震中框架结构大多未能实现“强柱弱梁” 的问题, 结合国外几个代表性规范的有关规定
和文献资料, 对我国规范“强柱弱梁” 设计方法存在的问题进行了分析, 指出影响“强柱弱梁” …

This article presents a literature review of existing research on the strong column–weak
beam design philosophy, which has been widely adopted in the seismic design of frame …

For reinforced concrete (RC) frame structures, applying more continuous longitudinal bars in
the beams is the most effective way to improve the progressive collapse resistance …

This paper investigates the seismic performance of a multi-story reinforced concrete frame
building designed according to the provisions of the current Chinese seismic code …

This paper presents the seismic performance evaluation of self-centering precast post-
tensioned concrete (SCPPTC) frames with infill walls. The SCPPTC connection system …

Lateral collapses due to earthquakes and progressive collapses due to the sudden
destruction of the columns are two of the most commonly encountered failure mechanisms …

Despite the widespread adaption of the design criterion of strong column and weak beam
(SCWB) in reinforced concrete (RC) frames, many existing RC frames cannot meet the …

Textile-reinforced ultrahigh-toughness cementitious composite (UHTCC) jackets––herein
referred to as TRU jackets––are an innovative strengthening system for reinforced concrete …

Unreinforced masonry (URM) infill panels are widely used as partitions in RC frames and
typically considered as non‐structural elements in the design process. However …

The strong-column weak-beam (SCWB) design concept for RC frames has been adopted in
many seismic design codes. However, seismic investigations show that the minimum …