000009939 001__ 9939
000009939 005__ 20141205153209.0
000009939 04107 $$aeng
000009939 046__ $$k2008-10-12
000009939 100__ $$aEmdad, Mohammad Reza
000009939 24500 $$aAssessment of Unreinforced Masonry Buildings Withstanding Lateral Loads by Capacity Curve

000009939 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009939 260__ $$b
000009939 506__ $$arestricted
000009939 520__ $$2eng$$aAccording to the variety and distribution of the masonry buildings across the world, numerical modelling and analysis of these sorts of buildings is one the most interesting subjects for researchers. In such buildings, masonry shear walls are the main earthquake resistant components. Evaluation and analysis of different models of unreinforced masonry buildings, is the main aim of this research. In this manuscript, by the means of the existing computational programs, some parametric models are presented and compared for the unreinforced masonry buildings. A nonlinear static (pushover) analysis is carried out in these models. The models differ in number of openings, height of openings, arrangement and distribution of openings along the walls. These comparisons result in determination of the behaviour of unreinforced masonry buildings due to the variation of the capacity curve of these structures.

000009939 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009939 653__ $$aMasonry, Capacity Curve, Lateral Load, Evaluation.

000009939 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009939 720__ $$aEmdad, Mohammad Reza$$iTehranizadeh, Mohsen$$iDeylami, Ardeshir
000009939 8560_ $$ffischerc@itam.cas.cz
000009939 8564_ $$s416854$$uhttps://invenio.itam.cas.cz/record/9939/files/14-0139.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0139.
000009939 962__ $$r9324
000009939 980__ $$aPAPER