Coupling Ratio-Based Design and Seismic Performance of Modular Prefabricated Hybrid Coupled Walls
Based on the advantages of modular prefabricated multistory steel structure, a full-bolt-connected modular steel coupling beam-hybrid coupled wall system is presented. Further, a method of estimating the coupling ratio (CR) is proposed according to the continuous link method. A CR-based seismic desi...
Saved in:
Main Authors: | Yun Shi, Yumin Zhang, Jianbo Dai, Guangyuan Weng |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2019-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/7240436 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Study on Seismic Performance of Connecting Prefabricated Coupling Beam and Shear Wall with Equivalent Bars
by: Bo Zheng, et al.
Published: (2022-01-01) -
Analysis of the Seismic Performance of Site-Bolted Beam to Column Connections in Modularized Prefabricated Steel Structures
by: Xuechun Liu, et al.
Published: (2017-01-01) -
Corrigendum to “Analysis of the Seismic Performance of Site-Bolted Beam to Column Connections in Modularized Prefabricated Steel Structures”
by: Xuechun Liu, et al.
Published: (2021-01-01) -
Design and Climate-Responsiveness Performance Evaluation of an Integrated Envelope for Modular Prefabricated Buildings
by: Junjie Li, et al.
Published: (2018-01-01) -
Seismic Performance Evaluation of Prefabricated Shear Wall Structure with Rabbet-Unbonded Horizontal Connection
by: Chongfang Sun, et al.
Published: (2022-01-01)