000011606 001__ 11606
000011606 005__ 20141205155928.0
000011606 04107 $$aeng
000011606 046__ $$k2008-10-12
000011606 100__ $$aShakib, Hamzeh
000011606 24500 $$aVulnerability Evaluation and Seismic Rehabilitation of Steel Building with Semi-Rigid Connections (Case Study–Tehran)

000011606 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011606 260__ $$b
000011606 506__ $$arestricted
000011606 520__ $$2eng$$aIn this paper, the seismic rehabilitation of a steel building with semi-rigid connections in Tehran is presented. This building with 19 stories in three blocks and an asymmetric plan has been constructed 30 years ago. First step of the rehabilitation study includes qualitative vulnerability evaluation which indicates that the building has heavy seismic vulnerability potential. In the second step, quantitative vulnerability of the structure according to FEMA 356 guideline is evaluated. The results showed that the building is resistant enough against gravity loads but not safe enough for seismic loads. Finally, two seismic retrofitting plans consisting of concrete shear walls and steel shear walls are proposed. Comparison of retrofitting plans of the building from seismic performance, architectural and implementation aspects showed that the concrete shear walls plan is the superior choice.

000011606 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011606 653__ $$aSemi-Rigid Connection, Vulnerability Evaluation, Rehabilitation, Concrete Shear Walls, Steel Shear Walls

000011606 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011606 720__ $$aShakib, Hamzeh$$iDardaei, Sadegh$$iPirizadeh, Mahboobeh$$iMoghaddasi Mousavi, Ali
000011606 8560_ $$ffischerc@itam.cas.cz
000011606 8564_ $$s383296$$uhttps://invenio.itam.cas.cz/record/11606/files/S11-019.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S11-019.
000011606 962__ $$r9324
000011606 980__ $$aPAPER