000009334 001__ 9334
000009334 005__ 20141205150156.0
000009334 04107 $$aeng
000009334 046__ $$k2008-10-12
000009334 100__ $$aAbrahamczyk, Lars
000009334 24500 $$aBuilding Monitoring for Seismic Risk Assessment (I): Instrumentation of RC Frame Structures as a Part of the Seramar Project

000009334 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009334 260__ $$b
000009334 506__ $$arestricted
000009334 520__ $$2eng$$aThe main objective of the SERAMAR project (Seismic Risk Assessment and Mitigation in the Antakya-Maraş Region) is to utilize current tools for earthquake risk assessment and to establish a unique partnership between universities, professional associations as well as local governments that might serve as a model for similar future activities in Turkey and adjacent areas. In order to reach this goal a thorough microzonation including vulnerability and social preparedness studies in forefront of a damaging seismic event have to be conducted. In the first phase of the project, the entire building stock was surveyed and classified on the basis of the European Macroseismic Scale EMS-98. Following the principles of this empirical approach, the most likely and probable ranges of vulnerability classes have to be identified. In addition, predominant building types and their structural layout are elaborated in advance of nonlinear time-history and pushover analyses. In this context, the instrumental investigation of buildings being representative for the study area becomes an essential part of the project to calibrate the models and to predict reliable capacity curves as well as scenario-dependent damage pattern or failure modes. The latter should be suited to derive mitigation strategies. Based on different decision criteria, three multistory RC frame structures have been chosen and equipped with modern Seismic Building Monitoring Systems (BMS) each of which consists of four triaxial strong-motion accelerometers of type MR2002+. After a 2 year test period, first results from the permanent instrumentation are available and provide a preliminary basis to reinterpret the structural response under seismic action.

000009334 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009334 653__ $$aInstrumentation, RC structures, seismic risk, building monitoring

000009334 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009334 720__ $$aAbrahamczyk, Lars$$iSchwarz, Jochen$$iLang, Dominik H.$$iLeipold, Mathias$$iGolbs, Christian$$iGenes, M. Cemal$$iBikce, Murat$$iKacin, Selcuk$$iGülkan, Polat
000009334 8560_ $$ffischerc@itam.cas.cz
000009334 8564_ $$s400399$$uhttps://invenio.itam.cas.cz/record/9334/files/09-01-0140.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 09-01-0140.
000009334 962__ $$r9324
000009334 980__ $$aPAPER