Seismic Performance and Collapse Safety Assessment of Post-Tensioned Hybrid Precast Concrete Infill Wall-Frames and Comparison with Reinforced Concrete Infill Wall-Frames-Reference-Cited by-同舟云学术

Seismic Performance and Collapse Safety Assessment of Post-Tensioned Hybrid Precast Concrete Infill Wall-Frames and Comparison with Reinforced Concrete Infill Wall-Frames

Published:2021-12-14 Issue: Volume: Page:1-24
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Shrestha Binod Kumar¹^ORCID,Wijeyewickrema Anil C.¹,Kono Susumu²

Affiliation:

1. Department of Civil and Environmental Engineering, Tokyo Institute of Technology, Tokyo, Japan

2. Department of Architecture and Building Engineering, Tokyo Institute of Technology, Yokohama, Kanagawa, Japan

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2021.1999342

Reference52 articles.

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

2. ACI. 2011. Building code requirements for structural concrete. ACI 318-11, American Concrete Institute (ACI), Farmington Hills, MI, USA.

3. Rocking Wall–Frame Structures with Supplemental Tendon Systems

4. An experimental study on reinforced concrete partially infilled frames

5. ASCE. 2010. Minimum design loads for buildings and other structures. ASCE 7-10. American Society of Civil Engineers (ASCE), Reston, VA, USA.

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