Engineering Review of Wind-Induced Torsional Moment and Response of Buildings-Reference-Cited by-同舟云学术

Engineering Review of Wind-Induced Torsional Moment and Response of Buildings

Published:2023-11 Issue:11 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Alinejad Hamidreza¹^ORCID,Kang Thomas H.-K.²,Jeong Seung Yong³,Ahn Byeonguk⁴

Affiliation:

1. Postdoctoral Researcher, Institute of Engineering Research, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea. ORCID: .

2. Professor, Dept. of Architecture and Architectural Engineering and Institute of Engineering Research, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea (corresponding author).

3. Postdoctoral Researcher, Institute of Engineering Research, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea.

4. Ph.D. Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12546

Reference43 articles.

1. Comparative assessment of ASCE 7-16 and KBC 2016 for determination of design wind loads for tall buildings;Alinejad H.;Wind Struct.,2020

2. Engineering Review of ASCE 7-16 Wind-Load Provisions and Wind Effect on Tall Concrete-Frame Buildings

3. Alinejad H. and T. H.-K. Kang. 2020b. “Importance of considering accidental eccentricity in wind design of tall buildings.” In Proc. 2020 World Congress on Advances in Civil Environmental and Materials (ACEM20). Daejeon South Korea: International Association of Structural Engineering and Mechanics.

4. Asami Y. 2000. “Combination method for wind loads on high-rise buildings.” [In Japanese.] In Proc. 16th National Symp. on Wind Engineering 531–534. Tokyo: Japan Association for Wind Engineering.

5. Neighbouring wind effects on two tall buildings