000011010 001__ 11010
000011010 005__ 20141205155826.0
000011010 04107 $$aeng
000011010 046__ $$k2008-10-12
000011010 100__ $$aMiyamoto, Kit
000011010 24500 $$aState of the Art Design of Steel Moment Frame Buildings With Dampers

000011010 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011010 260__ $$b
000011010 506__ $$arestricted
000011010 520__ $$2eng$$aSteel Special Moment Resisting Frames (SMRFs) with Viscous Damping Devices (VDDs) have been used for design of many buildings, resulting in a reliable and cost effective solution, with a high confidence level. The dampers serve to reduce the seismic demand and damage to structures. It is also anticipated that the design will have lower repair cost and shorter downtime following an earthquake. The cost-effectiveness and the anticipated superior performance of this system present an opportunity for a more widespread application. However, no comprehensive and rigorous analysis has been conducted to address several outstanding issues: the probabilistic assessment of performance, the realistic confidence levels, and correlation between the engineering data and hazard evaluation parameters including probable maximum loss (PML) and business interruptions (BI). It is proposed to address such issues in an upcoming research program.

000011010 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011010 653__ $$a

000011010 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011010 720__ $$aMiyamoto, Kit$$iGilani, Amir S.J.$$iWada, A.
000011010 8560_ $$ffischerc@itam.cas.cz
000011010 8564_ $$s182410$$uhttps://invenio.itam.cas.cz/record/11010/files/11-0007.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 11-0007.
000011010 962__ $$r9324
000011010 980__ $$aPAPER