In-Plane Behavior of Timber-Steel Hybrid Floor Diaphragms: Experimental Testing and Numerical Simulation-Reference-Cited by-同舟云学术

In-Plane Behavior of Timber-Steel Hybrid Floor Diaphragms: Experimental Testing and Numerical Simulation

Published:2016-12 Issue:12 Volume:142 Page:04016119
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Zheng¹,He Minjuan²,Ma Zhong³,Wang Kangli⁴,Ma Renle²

Affiliation:

1. Assistant Professor, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author).

2. Professor, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

3. Assistant Professor, Dept. of Structural Engineering, Hefei Univ. of Technology, 193 Tunxi Rd., Hefei 230009, China.

4. Master Student, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, 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.0001601

Reference36 articles.

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2. Aguilera D. (2014). “Development of strength and stiffness design values for steel-clad wood-framed diaphragms.” Master thesis Washington State Univ. Pullman WA.

3. Anderson G. A. (1987). “Evaluation of light-gauge metal diaphragm behavior and the diaphragms interaction with post frames.” Ph.D. thesis Iowa State Univ. Ames IA.

4. ASTM. (2011). “Standard test methods for cyclic (reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings.” ASTM E2126 West Conshohocken PA.

5. Bender D. A. and Aguilera D. (2013). “Development of design data for steel-clad wood-framed diaphragms.” CMEC Technical Rep. 12-030 Washington State Univ. Pullman WA.

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