Chapter
Apr 26, 2012

Experimental Study on the Seismic Performance of a Large-Scale TLD Model with Sloped Bottoms

Publication: Structures Congress 2009: Don't Mess with Structural Engineers: Expanding Our Role

Abstract

A slope-bottom tuned liquid damper (TLD) was previously found to be an effective wave-energy dissipater in various tests of a 1/4-scale three-story model. In this study, to ensure that the nonlinear feature of a prototype TLD is properly represented, the 1/2-scale model of a three-story steel frame structure was tested on the shaking table to study the seismic performance of a large-scale TLD with three sloped bottoms: V-, W-, and Arc shapes. In comparison with small-scale model tests, the large-scale model tests more effectively demonstrated the seismic effectiveness of a slope-bottom TLD in the mitigation of structural responses under strong earthquake excitations. The V- and Arc shaped bottoms of a TLD are more effective than the W-shaped bottom due to more liquid engaged with sloshing motion.

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Go to Structures Congress 2009
Structures Congress 2009: Don't Mess with Structural Engineers: Expanding Our Role
Pages: 1 - 10

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Published online: Apr 26, 2012

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XiaoHua Ding, Ph.D. [email protected]
M.S. Students, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, China. E-mail: [email protected]
Meziane Idir, Ph.D.
M.S. Students, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, China
MengLin Lou [email protected]
Professor and Director, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, China. E-mail: [email protected]
Professor and Director, Center for Infrastructure Engineering Studies, Missouri University of Sciene and Technology. E-mail: [email protected]

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