Stability and Adequate Bracing Design of Pretensioned Cable-Braced Inverted-Y-Shaped Ferris Wheel Support System Using Matrix Structural Second-Order Analysis Approach-Reference-Cited by-同舟云学术

Stability and Adequate Bracing Design of Pretensioned Cable-Braced Inverted-Y-Shaped Ferris Wheel Support System Using Matrix Structural Second-Order Analysis Approach

Published:2018-10 Issue:10 Volume:144 Page:04018194
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,Nie Xin³,Fan Jian-Sheng⁴

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

4. Professor, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, 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.0002185

Reference22 articles.

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

3. Stability Functions for Three‐Dimensional Beam‐Columns

4. Modeling, loading, and preliminary design considerations for tall guyed towers

5. Elastic buckling and load resistance of a single cross-arm pre-tensioned cable stayed buckling-restrained brace

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