Plastic hinge length and inelastic rotational capacity of reinforced concrete shear walls detailed with Self-Centering reinforcement-Reference-Cited by-同舟云学术

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Plastic hinge length and inelastic rotational capacity of reinforced concrete shear walls detailed with Self-Centering reinforcement

Published:2023-03 Issue: Volume:279 Page:115518
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Tolou Kian Mohammad J.,Cruz-Noguez Carlos A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference42 articles.

1. Federal Emergency Management Agency (FEMA). Prestandard and Commentary for the Seismic Rehabilitation of Buildings. FEMA 356. Washington, DC: 2000.

2. Significance of residual drifts in building earthquake loss estimation;Ramirez;Earthq Eng Struct Dyn,2012

3. Cyclic Response of Concrete Bridge Columns Using Superelastic Nitinol and Bendable Concrete;Saiidi;ACI Struct J,2009

4. An Exploratory Study of Seismic Response of Concrete Columns with Shape Memory Alloys Reinforcement;Saiidi;ACI Struct J,2006

5. Pilot Study of Behavior of Concrete Beams Reinforced with Shape Memory Alloys;Saiidi;J. Mater. Civ. Eng.,2007

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