Assessment of Repairability Index of Building Connections with Posttensioned Strands-Reference-Cited by-同舟云学术

Assessment of Repairability Index of Building Connections with Posttensioned Strands

Published:2022-02 Issue:1 Volume:27 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Bavandi Mohammad¹^ORCID,Moghadam Abdolreza S.²,Mansoori Mohammad Reza³^ORCID,Aziminejad Armin⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Science and Research Branch, Islamic Azad Univ., Science and Research Branch, Daneshgah Blvd., Simon Bulivar Blvd., Tehran 1477893855, Iran (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil Engineering, International Institute of Earthquake Engineering and Seismology, Science and Research Branch, Daneshgah Blvd., Simon Bulivar Blvd., Tehran 1477893855, Iran.

3. Assistant Professor, Dept. of Civil Engineering, Science and Research Branch, Islamic Azad Univ., Science and Research Branch, Daneshgah Blvd., Simon Bulivar Blvd., Tehran 1477893855, Iran. ORCID:

4. Assistant Professor, Dept. of Civil Engineering, Science and Research Branch, Islamic Azad Univ., Science and Research Branch, Daneshgah Blvd., Simon Bulivar Blvd., Tehran 1477893855, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000650

Reference34 articles.

1. Aiken I. D. P. Clark F. Tajirian K. Kasai I. Kimura and E. Ko. 2000. “Unbonded braces in the United States—Design studies large-scale testing and the first building application.” In Proc. Japan Passive Control Symp. Tokyo: Japan National Workshop.

2. Progressive Incremental Dynamic Analysis for First-Mode Dominated Structures

3. Seismic safety of reinforced concrete members and structures

4. Introducing a new seismic efficiency index of post-tensioned self-centering steel moment connections

5. Formulation of Duration-Dependent Inelastic Seismic Design Spectrum

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