000009977 001__ 9977
000009977 005__ 20141205154135.0
000009977 04107 $$aeng
000009977 046__ $$k2008-10-12
000009977 100__ $$aFarshchi, Hamid Reza
000009977 24500 $$aExperimental Study of a one Side Masonry Wall Rehabilitation Design for Earthquake Damaged Buildings

000009977 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009977 260__ $$b
000009977 506__ $$arestricted
000009977 520__ $$2eng$$aUnreinforced masonry buildings are among the most popular types of construction in Iran. In these buildings, walls are used to resist both gravity and lateral loads. Since brittle materials are used in construction of these walls, they typically, are not ductile and when loading exceeds their capacity they suddenly lose the load carrying capacity. After an earthquake, different kinds of damage to buildings fall into following categories: members with permanent deformation or members with cracks. Rehabilitation is the best way for enhancing behavior of the cracked members. It is important to rehabilitate cracked members with different approaches because: 1-There are a lot of cracked members in the structure after an earthquake 2- Because of the loss of lateral strength in case of cracks in load bearing members, structure is vulnerable to future earthquakes. In this research a design procedure for one side-rehabilitation of damaged masonry walls is proposed and confirmed experimentally on half scale undamaged. One rehabilitated walls, under cyclic loading. Results show that this design strategy has restored most of load carrying capacity of the wall.

000009977 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009977 653__ $$aInfill, Masonry, Rehabilitation.

000009977 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009977 720__ $$aFarshchi, Hamid Reza$$iSarv Ghad Moghadam, Abdol Reza
000009977 8560_ $$ffischerc@itam.cas.cz
000009977 8564_ $$s573608$$uhttps://invenio.itam.cas.cz/record/9977/files/12-01-0019.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0019.
000009977 962__ $$r9324
000009977 980__ $$aPAPER