Hybrid coupled walls (HCWs) are comprised of two or more reinforced concrete wall piers
connected with steel coupling beams distributed over the height of the structure. Extensive …

This study assesses the seismic performance of a hybrid coupled wall (HCW) system with
replaceable steel coupling beams (RSCBs) at four intensities of ground motion shaking. The …

Reduced beam section (RBS) moment resisting connections are among the most
economical and practical rigid steel connections developed in the aftermath of the 1994 …

High-performance fiber-reinforced concrete (HPFRC) materials have a unique strain-
hardening behavior in tension that translates into enhanced structural response, especially …

A method is proposed for evaluating the post‐earthquake condition of steel frame structures
based on the coupling coefficient (CC). The CC is an index that reflects the internal force …

A series of tests has been conducted to investigate the use of strain-hardening, high-
performance fiber-reinforced concrete (HPFRC) in the critical regions of coupled-wall …

设计了两个足尺的单层双肢剪力墙试件, 其中一个带有传统的钢筋混凝土连梁,
另一个连梁中安装有改进的三角钢板阻尼器, 通过拟静力试验研宄两个试件的屈服破坏模式和 …

In order to facilitate the constructability and meanwhile ensure desirable seismic behavior,
an innovative type of replaceable steel truss coupling beam with a buckling restrained web …

The research presented herein involves a performance‐based design method for a tall
hybrid coupled wall (HCW) system. For this study, HCW structures were designed with a …

PRC 连梁-混合联肢剪力墙是将传统的钢筋混凝土联肢剪力墙中的混凝土连梁用钢板-
混凝土组合(PRC) 连梁代替而形成的一种新型结构体系, 对其抗震性能尚缺乏系统研究 …