Shaking-Table Test on a Two-Story Timber-Framed Masonry Structure Retrofitted with Ultra-High Ductile Concrete-Reference-Cited by-同舟云学术

Shaking-Table Test on a Two-Story Timber-Framed Masonry Structure Retrofitted with Ultra-High Ductile Concrete

Published:2022-01 Issue:1 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dong Fangyuan¹^ORCID,Li Zhanhong²,Yu Jiangtao³,Jiang Fangming⁴,Wang Hanpeng⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Disaster Mitigation for Structures, Tongji Univ., Shanghai 200092, China. ORCID: .

2. Professorate Senior Engineer, Shanghai Real-Estate Science Research Institute, 193 West Fuxing Rd., Shanghai 200231, China.

3. Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures, Tongji Univ., Ministry of Education, Shanghai 200092, China; Dept. of Disaster Mitigation for Structures, Tongji Univ., Shanghai 200092, China (corresponding author).

4. Ph.D. Candidate, Dept. of Disaster Mitigation for Structures, Tongji Univ., Shanghai 200092, China.

5. Postgraduate, Dept. of Disaster Mitigation for Structures, Tongji Univ., Shanghai 200092, China.

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.0003164

Reference37 articles.

1. Alaee S. T. Sullivan C. A. Rogers and R. Nascimbene. 2012. “Semi-empirical method to predict the displacement capacity and resistance of coldformed steel frame wood-panel shear walls.” In Proc. World Conf. on Timber Engineering 2012 450–455. Auckland New Zealand: New Zealand Timber Design Society.

2. Analytical models for shear–displacement curves of unreinforced and FRP reinforced masonry panels

3. Quasi-static cyclic tests of confined masonry walls retrofitted with mortar overlays reinforced with either welded-wire mesh or steel fibers

4. Seismic out-of-plane retrofit of URM walls using timber strong-backs

5. Shaking table tests of a half-scale 2-storey URM building retrofitted with a high ductility fibre reinforced concrete overlay system

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