Drift, strain limits and ductility demands for RC moment frames designed with displacement-based and force-based design methods-Reference-Cited by-同舟云学术

Drift, strain limits and ductility demands for RC moment frames designed with displacement-based and force-based design methods

Published:2013-06 Issue: Volume:51 Page:128-140
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Vidot-Vega Aidcer L.,Kowalsky Mervyn J.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference16 articles.

1. ASCE. Minimum design loads for buildings and other structures. ASCE7-05; 2005.

2. Dwairi HM. Equivalent damping in support of direct displacement-based design with applications to multi-span bridges. Ph.D. Dissertation, Department of Civil, Construction and Environmental Engineering, North Carolina State University, Raleigh, NC; 2004.

3. Inelastic response of reinforced concrete structures to earthquake motions;Gulkan;ACI J,1974

4. Behavior of concrete under compressive loadings;Karsan;ASCE J Struct Div,1969

5. Flexural members with confined concrete;Kent;ASCE J Struct Eng,1971

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