|Table of Contents|

Shaking Table Tests of Wood Frame Structures with New Angle-displacement Damper(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2010年02期
Page:
45-50
Research Field:
Publishing date:
2010-06-20

Info

Title:
Shaking Table Tests of Wood Frame Structures with New Angle-displacement Damper
Author(s):
ZOU Shuang;  HUO Lin-sheng;  LI Hong-nan
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China
Keywords:
wood frame structure;  angle-displacement damper;  shaking table test;  dynamic reaction;  seismic wave
PACS:
TU366.2
DOI:
-
Abstract:
According to the characteristics of the wood frame structures, a new viscoelastic angle-displacement damper was put forward, and the shaking table tests and numerical simulations of two-floor wood frame structures with the new viscoelastic angle-displacement damper were carried out. Furthermore, the wood frame structures with and without dampers were comparatively analyzed. Results show that the new angle-displacement damper can increase the stiffness and damp of structure, decrease the displacement and acceleration reaction effectively, and improve the seismic capacity of wood frame structures; Wen Model can simulate control action of damper on structure well during the calculation of dynamic reaction of viscoelastic damping structures.

References:

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Last Update: 2010-06-20