Dynamic Properties of Wind-Excited Linked Tall Buildings Considering both Intrabuilding and Interbuilding Structural Couplings-Reference-Cited by-同舟云学术

Dynamic Properties of Wind-Excited Linked Tall Buildings Considering both Intrabuilding and Interbuilding Structural Couplings

Published:2018-01 Issue:1 Volume:144 Page:06017007
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Song Jie¹,Tse K. T.²,Hu Gang³,Liang Shuguo⁴,Zou Lianghao⁵

Affiliation:

1. Lecturer, Dept. of Construction Engineering, School of Civil Engineering, Wuhan Univ., Wuhan 430072, China.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China.

3. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China (corresponding author).

4. Professor, Dept. of Engineering Mechanics, School of Civil Engineering, Wuhan Univ., Wuhan 430072, China.

5. Associated Professor, Dept. of Construction Engineering, School of Civil Engineering, Wuhan Univ., Wuhan 430072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001928

Reference15 articles.

1. Coupled Dynamic Analysis and Equivalent Static Wind Loads on Buildings with Three-Dimensional Modes

2. An integrated design technique of advanced linear-mode-shape method and serviceability drift optimization for tall buildings with lateral–torsional modes

3. Lateral‐Torsional Motion of Tall Buildings to Wind Loads

4. Modeling of structural coupling for assessment of modal properties of twin tall buildings with a skybridge

Cited by 8 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Investigation on vortex-induced vibrations of square-sectioned high-rise buildings with various structural eccentricities;Engineering Structures;2024-11

2. Use of Modal Substructure Method to Improve Wind-Resistance Design of Twin Towers;Sustainability;2023-10-11

3. Improvement of Wind-Induced Responses of Twin Towers Using Modal Substructure Method with Link Bridges;Sustainability;2023-08-15

4. Determination of the Face Most Exposed to Wind Effects: Application to a High-Rise Building in the Casablanca Region (Morocco);2023 International Conference on Digital Age & Technological Advances for Sustainable Development (ICDATA);2023-05-03

5. An improved derivation and comprehensive understanding of the equivalent static wind loads of high‐rise buildings with structural eccentricities;The Structural Design of Tall and Special Buildings;2022-07-14