Technical Papers
Apr 8, 2020

Seismic Damage Investigation and Seismic Performance Study of Lushan Middle School Gymnasium

Publication: Journal of Performance of Constructed Facilities
Volume 34, Issue 3

Abstract

The seismic behavior of Lushan Middle School gymnasium, whose grid structure was heavily damaged during the Mw7.0 Lushan earthquake in 2013, is simulated by three finite-element models. In field observations, 72 buckled members were found, but no tensile failure or obvious tensile yield was found. The results of each model are analyzed by comparing the simulated damage with field observations. The results suggest that Model A shows the best analysis results, followed by Model C, and finally Model B. Causes of seismic damage not only the uneven stiffness of the structure’s support columns caused by ring beams leads to redistribution of the internal forces, but the dynamic amplification effect of the lower frames also intensified the damage to the grid structure. Therefore, the authors recommend that the code should distinguish between pure grid structures and grid structures supported by RC frames and introduce design models that integrate the two structures and include a coupling effect between them. In addition, the integrated model should be used in a seismic check of grid structures with concrete supporting structures.

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Data Availability Statement

All data, models, or code used during the study are available from the corresponding author by request (list items): architectural and structural designs for Lushan Middle School gymnasium, additional pictures of observed seismic damage for Lushan Middle School gymnasium, three finite-element models, and acceleration records obtained from 10 ground-motion stations.

Acknowledgments

This work was financially supported by the Scientific Research Fund of the Institute of Engineering Mechanics, CEA (2016A06), the National Key Research and Development Program (2018YFC1504400), the National Natural Science Foundation of China (11802002), Anhui Provincial Natural Science Foundation (1608085ME115), and the Natural Science Foundation of the Education Department of Anhui Province (RD17100030).

References

AIJ (Architectural Institute of Japan). 1995. Preliminary reconnaissance report of the 1995 Hyogoken-Nanbu earthquake, 61–63. Tokyo: AIJ.
AIJ (Architectural Institute of Japan). 2011. Reports on seismic performance of school building, 35–402. Tokyo: AIJ.
CABR (China Academy of Building Research). 2010a. Code for seismic design of buildings. [In Chinese.] GB 50011. Beijing: CABR.
CABR (China Academy of Building Research). 2010b. Technical specification for space frame structure. [In Chinese.] JGJ 7. Beijing: CABR.
Dai, J. W., Z. Qu, C. X. Zhang, and X. R. Weng. 2013. “Preliminary investigation of seismic damage to two steel space structures during the 2013 Lushan earthquake.” Earthquake Eng. Eng. Vib. 12 (3): 497–500. https://doi.org/10.1007/s11803-013-0189-6.
Dong, S. L. 2010. “Development and expectation of spatial structures in China.” [In Chinese.] J. Build. Struct. 31 (6): 38–51. https://doi.org/10.14006/j.jzjgxb.2010.06.009.
Fan, F., H. L. Qian, and J. H. Xing. 2004. “Study on dynamic strength failure of latticed shell structures under high intensity earthquake.” [In Chinese.] J. Harbin Inst. Technol. 36 (6): 722–725. https://doi.org/10.3321/j.issn:0367-6234.2004.06.006.
Fan, F., M. H. Sun, and X. Zhi. 2016. “Simplified design method and seismic performance of space trusses with consideration of the influence of the stiffness of their lower supporting columns.” Earthquake Eng. Eng. Vib. 15 (2): 401–409. https://doi.org/10.1007/s11803-016-0327-z.
Fan, K. 2012. “Research on modeling and design methods of space trusses-concrete frame hybrid structure.” [In Chinese.] Master’s dissertation, Dept. of Modern Structural Theory, Xi’an Univ. of Architecture and Technology.
FEMA. 2003. NEHRP recommended provisions for seismic regulations for new buildings and other structures. FEMA450. Washington, DC: FEMA.
Lan, T., and R. J. Qian. 1991. “Analysis of seismic damage to the grid roof of a movie theater in Wuqia County, Xinjiang Province.” [In Chinese.] Build. Struct. 05: 43–47. https://doi.org/10.19701/j.jzjg.1991.05.015.
Li, J. C., Z. Qu, and T. Wang. 2019. “Lessons from the seismic behavior of a steel grid roof structure heavily damaged in Lushan earthquake.” Earthquake Eng. Eng. Vib. 18 (1): 95–111. https://doi.org/10.1007/s11803-019-0492-y.
Nie, G. B., J. W. Dai, and C. X. Zhang. 2015. “Failure pattern of large span space structure in Lushan earthquake and its numerical simulation.” [In Chinese.] Chin. Civ. Eng. J. 48 (4): 1–6. https://doi.org/10.15951/j.tmgcxb.2015.04.003.
Yu, Z. W., X. D. Zhi, F. Fan, and L. Chen. 2011. “Effect of substructures upon failure behavior of steel reticulated domes subjected to the severe earthquake.” Thin Walled Struct. 49 (9): 1160–1170. https://doi.org/10.1016/j.tws.2011.05.002.
Zhang, C. J. 2009. “Analysis of dynamical response on the space truss subjected to earthquake.” [In Chinese.] Master’s dissertation, Dept. of Aerospace and Civil Engineering, Harbin Engineering Univ.
Zhi, X. D., F. Fang, and S. Z. Shen. 2007. “Failure and damage of single-layer reticulated cylindrical shells under earthquakes.” [In Chinese.] Chin. Civ. Eng. J. 40 (8): 29–34. https://doi.org/10.15951/j.tmgcxb.2007.08.009.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 34Issue 3June 2020

History

Received: Apr 2, 2019
Accepted: Nov 6, 2019
Published online: Apr 8, 2020
Published in print: Jun 1, 2020
Discussion open until: Sep 8, 2020

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Authors

Affiliations

Professor, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Nangang District, Harbin 150090, China. Email: [email protected]
Jiguang Chen [email protected]
Ph.D. Candidate, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Nangang District, Harbin 150090, China. Email: [email protected]
Chenxiao Zhang [email protected]
Ph.D. School of Civil Engineering and Architecture, Anhui Univ. of Technology, Maanshan 243032, China (corresponding author). Email: [email protected]
Professor, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Nangang District, Harbin 150090, China. Email: [email protected]
Yongbin Liu [email protected]
Ph.D. Candidate, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Nangang District, Harbin 150090, China. Email: [email protected]

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