Experimental and Numerical Investigation of Steel-Concrete Composite Waffle Slab Behavior-Reference-Cited by-同舟云学术

Experimental and Numerical Investigation of Steel-Concrete Composite Waffle Slab Behavior

Published:2015-11 Issue:11 Volume:141 Page:04015024
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Nie Jianguo¹,Ma Xiaowei²,Wen Lingyan³

Affiliation:

1. Professor, Dept. of Civil Engineering, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua Univ., Beijing 100084, China (corresponding author).

2. Ph.D. Candidate, Dept. of Civil Engineering, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua Univ., Beijing 100084, China.

3. Engineer, China Electronics Engineering Design Institute, 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.0001268

Reference27 articles.

1. Rigidity and Strength of Orthotropic Reinforced Concrete Waffle Slabs

2. ACI (American Concrete Institute). (1995). “Building code requirements for reinforced cement.” ACI 318-95 Detroit.

3. AISC (American Institute of Steel Construction). (1998). “Load & resistance factor design. Part 5: Composite design.” Vol. 1 Chicago.

4. Experimental analysis of limit states in a six-panel wafﬂe ﬂat-plate structure;Ajdukiewcz A. B.;ACI J.,1986

5. Effective width evaluation for steel–concrete composite beams

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