Experimental study of flexural critical reinforced concrete filled composite plate shear walls-Reference-Cited by-同舟云学术

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Experimental study of flexural critical reinforced concrete filled composite plate shear walls

Published:2019-10 Issue: Volume:197 Page:109439
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Nie Xin,Wang Jia-Ji,Tao Mu-Xuan,Fan Jian-Sheng,Bu Fan-Min

Funder

National Key Research Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference46 articles.

1. Seismic design of hybrid coupled wall systems: state of the art;EI-Tawil;ASCE J Struct Eng,2010

2. Website. Rainer Square Tower’s composite steel frame called a game-changer; 2017. Retrieved from website on April 5th, 2019: .

3. AISC. Provisions for structural steel buildings. ANSI/AISC 341-10 Chicago: AISC; 2010.

4. AISC. Provisions for structural steel buildings. ANSI/AISC 341-16 Chicago: AISC; 2016.

5. CMC. Technical specification for steel plate shear walls. JGJ/T 380-2015. Beijing: China Ministry of Construction; 2016 [in Chinese].

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