Technical Papers
Sep 21, 2021

Experimental Seismic Response of a Damaged Brick Cave Dwelling Repaired Using a Cement Mortar Coating with Polypropylene Packing Strap Mesh

Publication: Journal of Structural Engineering
Volume 147, Issue 12

Abstract

Millions of people still live in cave dwellings in China and around the world. Due to high risk of earthquakes combined with material deterioration, cave dwellings exhibit poor seismic performance. Accordingly, a low-cost and highly efficient repair technique for damaged brick cave dwellings is needed. This paper presents shake table testing results for seismically damaged 1:4-scale brick cave dwelling models repaired using a cement mortar coating with polypropylene packing strap mesh. The seismic response of the repaired cave dwellings is presented in terms of damping ratio, acceleration, interstory drift, torsion angle, base shear, and hysteretic energy dissipation. Full peeling off between the cave sidewalls and the back wall as well as the plastic hinge at the bottom of the sidewalls led to the failure of the repaired cave dwellings. The damping ratios of the repaired cave dwelling models in the x- and y-directions were 2.23 and 2.74 times that of the initial values, respectively. The maximum story drift and horizontal torsion angle of the models at peak ground acceleration (PGA)=1.00  g were 1/29 and 0.0015 rad, respectively. The use of a cement mortar coating with polypropylene (PP) packing strap mesh to repair the brick cave structure resulted in acceptable seismic performance.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was financially supported by the Natural Science Foundation of China (Grant No. 51808437), Independent Research and Development Project of State Key Laboratory of Green Building in Western China (Grant No. LSZZ202017), Shaanxi S&T Coordinate Innovation Project (Grant No. 2016KTZDSF04-04), and the China Scholarship Council (Grant No. 201908610062).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 147Issue 12December 2021

History

Received: Jan 13, 2021
Accepted: Jul 9, 2021
Published online: Sep 21, 2021
Published in print: Dec 1, 2021
Discussion open until: Feb 21, 2022

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Authors

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Fengliang Zhang [email protected]
Senior Engineer, College of Civil Engineering, Xi’an Univ. of Architecture and Technology, 13 Yanta Rd., Xi’an 710055, China; Director, Dept. of Special Structure, Shaanxi Institute of Architecture Science, 272 Huancheng Rd., Xi’an 710018, China. Email: [email protected]
Associate Professor, State Key Laboratory of Green Building in Western China, Xi’an Univ. of Architecture and Technology, 13 Yanta Rd., Xi’an 710055, China; Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80521 (corresponding author). ORCID: https://orcid.org/0000-0003-4804-1445. Email: [email protected]
Jianyang Xue [email protected]
Professor, College of Civil Engineering, Xi’an Univ. of Architecture and Technology, 13 Yanta Rd., Xi’an 710055, China. Email: [email protected]
Hussam Mahmoud, M.ASCE [email protected]
George T. Abell Professor in Infrastructure, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372. Email: [email protected]
Pengchun Hu [email protected]
Graduate Student, College of Civil Engineering, Xi’an Univ. of Architecture and Technology, 13 Yanta Rd., Xi’an 710055, China. Email: [email protected]
Gengmin Zhou [email protected]
Graduate Student, College of Civil Engineering, Xi’an Univ. of Architecture and Technology, 13 Yanta Rd., Xi’an 710055, China. Email: [email protected]

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  • Investigation of Earthquake Damage Assessment of Loess Caves of Ancient Buildings Using a Shaking Table, International Journal of Architectural Heritage, 10.1080/15583058.2022.2146550, (1-17), (2022).

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