Modelling shear-flexure interaction in equivalent frame models of slender reinforced concrete walls-Reference-Cited by-同舟云学术

Modelling shear-flexure interaction in equivalent frame models of slender reinforced concrete walls

Published:2013-08-27 Issue:15 Volume:23 Page:1171-1189
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Mergos P. E.¹,Beyer K.¹

Affiliation:

1. Earthquake Engineering and Structural Dynamics Laboratory (EESD), School of Architecture, Civil and Environmental Engineering (ENAC); École Polytechnique Fédérale de Lausanne (EPFL); Laussane Switzerland

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/tal.1114/fullpdf

Reference37 articles.

1. Quasi-static cyclic tests of two U-shaped reinforced concrete walls;Beyer;Journal of Earthquake Engineering,2008

2. Shear deformations of slender R/C walls under seismic loading;Beyer;ACI Structural Journal,2011

3. CEN 2004a Eurocode 2: design of concrete structures - Part 1-1: general rules and rules for buildings EN 1992-1-1:2004

4. CEN 2004b Eurocode 8: design of structures for earthquake resistance - Part 1: general rules, seismic actions and rules for buildings EN 1998-1:2004

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