Shear-flexure interaction in the critical sections of short coupling beams-Reference-Cited by-同舟云学术

Shear-flexure interaction in the critical sections of short coupling beams

Published:2017-12 Issue: Volume:152 Page:370-380
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Mihaylov Boyan I.,Franssen Renaud^ORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference18 articles.

1. Seismic design of reinforced concrete and masonry buildings;Paulay,1992

2. Design and analysis of heavily loaded reinforced concrete link beams for Burj Dubai;Lee;ACI Struct J,2008

3. ACI Committee 318-14. Building code requirements for structural concrete (ACI 318-14) and commentary. Farmington Hills: American Concrete Institute; 2011.

4. Paulay T. The coupling of shear walls. Ph.D. thesis. Christchurch (New Zealand): University of Canterbury; 1969.

5. Coupling beams of reinforced concrete shear walls;Paulay;J Struct Div, ASCE,1971

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