Wind Pressures on 4∶12-Sloped Hip Roofs of L- and T-Shaped Low-Rise Buildings-Reference-Cited by-同舟云学术

Wind Pressures on 4∶12-Sloped Hip Roofs of L- and T-Shaped Low-Rise Buildings

Published:2018-07 Issue:7 Volume:144 Page:04018088
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Shao Shuai¹,Stathopoulos Ted²,Yang Qingshan³,Tian Yuji⁴

Affiliation:

1. Ph.D. Student, Beijing’s Key Laboratory of Structural Wind Engineering and Urban Wind Environment, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author).

2. Professor, Centre for Zero Energy Building Studies, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H3G 1M8.

3. Professor, Beijing’s Key Laboratory of Structural Wind Engineering and Urban Wind Environment, Beijing Jiaotong Univ., Beijing 100044, China; Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400044, China.

4. Professor, Beijing’s Key Laboratory of Structural Wind Engineering and Urban Wind Environment, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, 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.0002077

Reference47 articles.

1. Effect of geometry on wind pressures on low-rise hip roof buildings

2. Wind pressures on large roofs of low buildings and wind codes and standards

3. Wind loads on low buildings with 4:12 gable roofs in open country and suburban exposures

4. Low-rise gable roof wind loads: Characterization and stochastic simulation

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