000019853 001__ 19853
000019853 005__ 20170118182339.0
000019853 04107 $$aeng
000019853 046__ $$k2017-01-09
000019853 100__ $$aJoseph, Leonard
000019853 24500 $$aPerformance-Based Design: Supplementary Damping for Retrofit of a Tall Steel Moment Frame Building

000019853 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019853 260__ $$b
000019853 506__ $$arestricted
000019853 520__ $$2eng$$aAn evaluation and upgrade of building seismic resistance was triggered by proposed new use as a school. The building existing framing was designed and constructed in the 1980’s based on building code provisions that did not reflect improved, current practices for steel frame seismic systems. The role of the Peer Reviewer and the sharing of education and experience in this seismic strengthening project is explained. This paper illustrates selected key inputs and decisions made by the design and peer review team in the evaluation and strengthening of an existing four-story steel moment frame building located in southern California. While the building department defined scope was the evaluation and strengthening be performed to implement the intent of ASCE 41-13, the project benefitted from viewing the design using ATC-63/FEMA P695 contributions to performance based design.

000019853 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019853 653__ $$aEvaluation and strengthening, viscous dampers, steel building, performance based design, ASCE 41-13

000019853 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019853 720__ $$aJoseph, Leonard$$iChamberlain, Craig$$iSmith, Christopher$$iWong, Rachel$$iSimsir, Can$$iHart, Gary
000019853 8560_ $$ffischerc@itam.cas.cz
000019853 8564_ $$s423402$$uhttps://invenio.itam.cas.cz/record/19853/files/4552.pdf$$yOriginal version of the author's contribution as presented on USB, paper 4552.
000019853 962__ $$r16048
000019853 980__ $$aPAPER