Design of Single-Level Guyed Towers Considering Interrelationship between Bracing Strength and Rigidity Requirements-Reference-Cited by-同舟云学术

Design of Single-Level Guyed Towers Considering Interrelationship between Bracing Strength and Rigidity Requirements

Published:2017-09 Issue:9 Volume:143 Page:04017128
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pan Wen-Hao¹,Eatherton Matthew R.²,Tao Mu-Xuan³,Yang Yue⁴,Nie Xin⁵

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061.

3. Associate Professor, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

4. Postdoctoral Scholar, Beijing Engineering Research Center of Steel and Concrete Composite Structures, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

5. Postdoctoral Scholar, Beijing Engineering Research Center of Steel and Concrete Composite Structures, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, 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.0001857

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2. Elastic stability of beam-columns with flexural connections under various conservative end axial forces;Aristizabal-Ochoa J. D.;J. Struct. Eng.,1997

3. Stability of guyed towers;Chajes A.;J. Struct. Div.,1979

4. Design of multi-level guyed towers: Structural analysis;Cohen E.;J. Struct. Div.,1957

5. Design of multi-level guyed towers: Wind loading;Cohen E.;J. Struct. Div.,1957

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