000010835 001__ 10835
000010835 005__ 20141205155808.0
000010835 04107 $$aeng
000010835 046__ $$k2008-10-12
000010835 100__ $$aMahdavi, A.
000010835 24500 $$aSeismic Rehabilitation of a Common Type of URM Building in Iran

000010835 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010835 260__ $$b
000010835 506__ $$arestricted
000010835 520__ $$2eng$$aUnreinforced masonry (URM) buildings represent the largest portion of residential buildings in Iran. From this stock a large percentage consists of brick buildings with partial steel members. The main structural elements of such construction are brick walls with flat-arch floors and central steel columns. The current Iranian seismic rehabilitation guidelines include sections dedicated to the evaluation of existing unreinforced masonry buildings without specific remarks about this kind of construction. Reinforced shotcrete, on one face of brick masonry bearing walls, is the most popular seismic retrofit technique of URM buildings in Iran. Two documents of evaluation; Iranian Guideline for the Seismic Rehabilitation of Existing Buildings and FEMA 356 are used for the evaluation of this type of building.

000010835 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010835 653__ $$aVulnerability Analysis, Iran Masonry, Seismic Rehabilitation, Earthquake Design

000010835 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010835 720__ $$aMahdavi, A.$$iArbabi, F.$$iGhafory-Ashtiany, M.
000010835 8560_ $$ffischerc@itam.cas.cz
000010835 8564_ $$s1563974$$uhttps://invenio.itam.cas.cz/record/10835/files/05-04-0027.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0027.
000010835 962__ $$r9324
000010835 980__ $$aPAPER