Dynamic Nonlinearity and Nonlinear Single-Degree-of-Freedom Model for Cable Net Glazing-Reference-Cited by-同舟云学术

Dynamic Nonlinearity and Nonlinear Single-Degree-of-Freedom Model for Cable Net Glazing

Published:2013-10 Issue:10 Volume:139 Page:1446-1459
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Feng Ruo-Qiang¹,Ye Jihong²,Yan Guirong³,Ge Jin-Ming⁴

Affiliation:

1. Associate Professor, School of Civil Engineering, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 210096, China; presently, Visiting Associate Professor, State Key Laboratory of Subtropical Building Science, South China Univ. of Technology, Guangzhou 510500, China (corresponding author).

2. Professor, School of Civil Engineering, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 210096, China.

3. Assistant Professor, Dept. of Civil Engineering, Univ. of Texas, El Paso, TX 79902.

4. Master Student, Department of Civil Engineering, School of Civil Engineering, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000575

Reference22 articles.

1. Brodniansky J. and Aroch R. (2001). “Glass and steel structure.” Proc. International Symp. on Theory Design and Realization of Shell and Spatial Structures Architectural Institute of Japan Tokyo.

2. Working Mechanism of Single-Layer Cable Net Supported Glass Curtain Walls

3. Dynamic performance of cable net glazing with consideration of glass panels under earthquake;Feng R. Q.;J. Harbin Inst. Tech.,2010

4. Mechanical behavior of glass panels supported by clamping joints in cable net facades

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