Seismic Damage Predictions and Antiseismic Performance Researches of Single-Story Brick Column Workshops in Lushan Ms7.0 Earthquake

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Abstract:

Single-story brick column workshops are widely used as the production or storage room of medium and small-sized enterprises in China. Based on the field investigation of single-story brick column workshops at the earthquake-affected area after Lushan 7.0 earthquake, the damage characteristics of workshops are summed up. Damage prediction analyses are carried out for two typical single-story brick column workshops, and failure mechanism researches are conducted by using ABAQUS finite element software for a workshop. Finally, according to the results of failure mechanism researches, some relevant suggestions of the seismic reinforcement are put forward.

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1842-1847

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September 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] SUN Baitao, WANG Mingzhen, YAN Peilei, etc. Damage characteristics and seismic analysis of single-story brick bent frame column industrial buildings in LuShan Ms7. 0 earthquake[J]. JOURNAL OF EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2013, 33(3): 1-8. (in Chinese).

Google Scholar

[2] XU Jian. Seismic design of single-story industrial workshop[M]. Beijing: Seismological Press, 2004. (in Chinese).

Google Scholar

[3] Wu Yucai, Huang Zongming, Wang Jinhai. Earthquake damage cases and their studies for single story industrial workshops [M]. Jinan: Shandong science & technology press, 1991. (in Chinese).

Google Scholar

[4] TAN Wangting. Research on The Methods for Seismic Damage Prediction of Industrial Workshops [D]. Wuhan: Huazhong University of Science and Technology. (in Chinese).

Google Scholar

[5] LI He, GAO Xiaowang, SU Jingyu, etc. Prediction and mitigation strategy of earthquake disaster for cities and enterprises [M]. Beijing: China railway publishing house. 1997. (in Chinese).

Google Scholar

[6] QI Hu, LI Yungui, LV Xilin. Concrete nonlinear constitutive model developer and application [C]/ Eighth National Conference on Earthquake Engineering, Chongqing, China, 2010. (in Chinese).

Google Scholar