Experimental Study of LRB Energy Dissipation Walls and its Engineering Example Study

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Abstract:

LRB energy dissipation wall is a type of energy dissipation device for building structures. According to the results of an quasi-static test, structure with LRB energy dissipation wall shows a stronger energy dissipation capacity and a better seismic performance than the normal frame-shear wall structure. This paper also introduces the applications technology of LRB energy dissipation wall in High-level framework structure. According to the dynamic property analysis of a three-dimensional finite element model which was built by the finite element analysis software ETABS, LRB energy dissipation wall can effectively prolong the natural vibration period of high-rise frame structure and significantly reduce the maximum acceleration, shearing force and horizontal displacement in different floors to make the variation more smooth which is important the to the energy dissipation and earthquake mitigation.

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2010-2014

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Yongxin Ma, Shansuo Zheng. Structure experiment [M]. Beijing: sciences press. (In Chiese).

Google Scholar

[2] Xuechuan Han, Xingguo Wang. Calculation and analysis of seismic response of ETABS based on software isolation structure[J]. Construction technology, 2010, 32 (6) : 44 - 48. (In Chiese).

Google Scholar

[3] Wang Shuguang, Lu Wei, et al. The analysis of terminal based seismic designs and seismic performance of the new Kunming International Airport[J]. Journal of vibration and shock, 2011, 30 (11) : 261 - 265. (In Chiese).

Google Scholar

[4] Meiliang Wu, Jiaru Qian. Research and application of viscous damping walls[J]. Industrial construction, 2003, 33(5): 61 - 65. (In Chiese).

Google Scholar

[5] Yuchuan Tang, Yuliang Zhang, et al. Nonlinear dynamic analysis of structureswith viscous dampers[J]. Engineering mechanics, 2004, 21(1): 67 - 71. (In Chiese).

Google Scholar

[6] Qiaoyun Wu, Hongping Zhu, et al. Seismic performance assessment on some frame structure[J]. Journal of vibration and shock, 2012, 31(15): 158 - 164. (In Chiese).

Google Scholar

[7] Pu Yang, Yingmin Li, et al. A new method for selecting inputting waves for time-history analysis[J]. China civil engineering journal, 2000, 33(6): 33 - 36. (In Chiese).

Google Scholar