000010325 001__ 10325
000010325 005__ 20141205155715.0
000010325 04107 $$aeng
000010325 046__ $$k2008-10-12
000010325 100__ $$aImai, Hiroshi
000010325 24500 $$aSimplified Evaluation Mathod Based on Wall Ratio of Brick Masonry Buildings

000010325 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010325 260__ $$b
000010325 506__ $$arestricted
000010325 520__ $$2eng$$aThis paper verifies the simplified evaluation method for the seismic performance base on wall ratio of masonry structure. Load bearing wall such as shear wall which are the main lateral earthquake resistant element in masonry buildings. Therefore, the wall ratio is one of parameters of seismic performance. Based on seismic calculation method for ultimate strength Route 1 in Japanese guideline, Simplified evaluation method based on wall ratio of brick masonry as Un-Reinforced Masonry and Confined Masonry in developing countries is proposed. In some countries, a preliminary computation usually used in the design phase is procedure known as wall density ratio which consists in finding the ratio between walls area and story area. The purpose of investigate is getting the potential of seismic performance of ordinary buildings based on the experimental data, and which can compare with minimum requirement. Cyclic loading test are conducted to investigate shear strength of masonry wall like Un-Reinforced Masonry and Confined Masonry in each countries (Present study is in Indonesia).

000010325 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010325 653__ $$aMasonry structure, Evaluation method, Wall ratio, Non-engineered construction Confined masonry, Disaster mitigation, Cyclic loading test

000010325 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010325 720__ $$aImai, Hiroshi$$iNarafu, Tatsuo
000010325 8560_ $$ffischerc@itam.cas.cz
000010325 8564_ $$s426891$$uhttps://invenio.itam.cas.cz/record/10325/files/S18-004.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S18-004.
000010325 962__ $$r9324
000010325 980__ $$aPAPER