Probabilistic response of linear structures equipped with nonlinear damper devices (PIS method)-Reference-Cited by-同舟云学术

Probabilistic response of linear structures equipped with nonlinear damper devices (PIS method)

Published:2008-04 Issue:2-3 Volume:23 Page:125-133
ISSN:0266-8920
Container-title:Probabilistic Engineering Mechanics
language:en
Short-container-title:Probabilistic Engineering Mechanics

Author:

Barone G.,Navarra G.,Pirrotta A.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Condensed Matter Physics,Nuclear Energy and Engineering,Civil and Structural Engineering,Statistical and Nonlinear Physics

Reference19 articles.

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2. Analysis of full-scale data from a tall building in Boston: damping estimates;Kijewski,1999

3. Constantinou MC, Symans MD. Experimental and analytical investigation of seismic response of structures with supplemental viscous dampers. Tech. rep. NCEER-92-0032. Buffalo (NY): National Center for Earthquake Engineering Research; 1992

4. Chang KC, Lai ML, Soong TT, Hao DS, Yeh YC. Seismic behavior and design guidelines for steel frames structures with added viscoelastic dampers. Tech. rep. NCEER-93-0009. Buffalo (NY): National Center for Earthquake Engineering Research; 1993

5. Toggle brace damper seismic energy dissipation system;Constantinou;Journal of Structural Engineering ASCE,2001

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