Cyclic Behaviors of Reinforced Concrete and Hybrid Coupled Shear Wall Systems
碩士 === 國立臺灣科技大學 === 營建工程系 === 101 === Shear wall has been used extensively as the major lateral resistant system in structural design due to its large in-plane rigidity. Sometimes, perforated shear wall is needed because of architectural or practical needs. A single shear wall is then divided into s...
Main Author: | Rijalul Fikri |
---|---|
Other Authors: | Min-Yuan Cheng |
Format: | Others |
Language: | en_US |
Published: |
2013
|
Online Access: | http://ndltd.ncl.edu.tw/handle/78957408501821340530 |
Similar Items
-
Cyclic Loading Tests of Reinforced Concrete Coupling Beams for Shear Walls
by: Chih-Hung Cheng, et al.
Published: (2010) -
Hysteretic Behavior of Conventionally Reinforced Concrete Coupling Beams in Reinforced Concrete Coupled Shear Wall
by: Soo-Yeon Seo, et al.
Published: (2017-12-01) -
The Finite Element Analysis of Reinforcement Concrete and Hybrid Coupled Shear Wall Systems
by: Ying-Yin Chen, et al.
Published: (2016) -
Study on Seismic Behavior for Reinforced Concrete Coupling Beams of Shear Walls
by: Shang-chi Tsai, et al.
Published: (2013) -
Cyclic Shear Strength and Seismic Design of Reinforced Concrete Coupling Beams
by: Erwin Lim, et al.
Published: (2015)