Fiber beam–column element model considering reinforcement anchorage slip in the footing-Reference-Cited by-同舟云学术

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Fiber beam–column element model considering reinforcement anchorage slip in the footing

Published:2016-08-22 Issue:3 Volume:15 Page:991-1018
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Pan Wen-Hao,Tao Mu-Xuan,Nie Jian-Guo

Funder

Beijing Natural Science Foundation

Tsinghua University Initiative Scientific Research Program

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-016-9987-3.pdf

Reference43 articles.

1. Alsiwat JM, Saatcioglu M (1992) Reinforcement anchorage slip under monotonic loading. ASCE J Struct Eng 118(9):2421–2438

2. Bažant ZP, Oh BH (1983) Crack band theory for fracture of concrete. Mater Struct 16(3):155–177

3. Coleman J, Spacone E (2001) Localization issues in force-based frame elements. ASCE J Struct Eng 127(11):1257–1265

4. Comité Euro-International du Béton-Fédération International de la Précontrainte (CEB-FIP) (1993) CEB-FIP model code 1990, design code. Thomas Telford, London

5. Ding R, Tao MX, Nie JG, Mo YL (2016) Shear deformation and sliding-based fiber beam–column model for seismic analysis of reinforced concrete coupling beams. ASCE J Struct Eng 142(7):04016032

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