Seismic Performance Evaluation of Posttensioned Hybrid Precast Wall-Frame Buildings and Comparison with Shear Wall-Frame Buildings-Reference-Cited by-同舟云学术

Seismic Performance Evaluation of Posttensioned Hybrid Precast Wall-Frame Buildings and Comparison with Shear Wall-Frame Buildings

Published:2016-06 Issue:6 Volume:142 Page:04016021
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Buddika H. A. D. Samith¹,Wijeyewickrema Anil C.²

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Tokyo Institute of Technology, O-okayama, Meguro-ku, Tokyo 152-8552, Japan.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Tokyo Institute of Technology, O-okayama, Meguro-ku, Tokyo 152-8552, Japan (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001466

Reference43 articles.

1. ACI (American Concrete Institute). (2009). “Design of a special unbonded post-tensioned precast shear wall satisfying ACI ITG-5.1 requirements.” ACI ITG-5.2-09 ACI Innovation Task Group 5 Detroit.

2. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 Detroit.

3. Rocking Wall–Frame Structures with Supplemental Tendon Systems

4. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

5. Performance of posttensioned seismic retrofit of two stone masonry buildings during the Canterbury earthquakes;Bailey S.;J. Perform. Constr. Facil.,2014

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