Experimental Studies on Mitigating Local Damage and Fragments of Unreinforced Masonry Wall under Close-in Explosions-Reference-Cited by-同舟云学术

Experimental Studies on Mitigating Local Damage and Fragments of Unreinforced Masonry Wall under Close-in Explosions

Published:2019-04 Issue:2 Volume:33 Page:04019009
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Li Zhongxian¹,Zhang Xuejie²,Shi Yanchao³,Xu Qingfeng⁴

Affiliation:

1. Professor, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

2. Ph.D. Candidate, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

3. Professor, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China (corresponding author).

4. Assistant Chief Engineer, Shanghai Key Laboratory of Engineering Structure Safety, Shanghai Research Institute of Building Sciences, Shanghai 200032, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001272

Reference25 articles.

1. Blast response of GFRP-strengthened infill masonry walls

2. Blast Response of Lightly Attached Concrete Masonry Unit Walls

3. Baylot J. T. S. C. Woodson J. L. O’Daniel and B. Bullock. 2001. “Analysis and retrofit of CMU walls.” In Proc. Structures Congress 1–8. Reston VA: ASCE.

4. Carney P. and J. J. Myers. 2003. “Shear and flexural strengthening of masonry infill walls with FRP for extreme out-of-plane loading.” In Proc. Architectural Engineering Conf. 1–5. Reston VA: ASCE.

5. Responses of Masonry Infill Walls Retrofitted with CFRP, Steel Wire Mesh and Laminated Bars to Blast Loadings

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