the aim of the present paper is to evaluate the influence of the soil- foundation- structure interaction (sfsi) effects on the component demand modifier factor of concrete gravity beams based on asce 41-06 standard. to this end, the beam on the nonlinear winkler foundation approach is employed which is a simple and efficient method. at first, four sets of 3-, 6-, 10- and 15-storey concrete mome...

Displacement Coefficient Method (DCM) stipulated in the ASCE 41-06 standard is becoming the preferred method for seismic rehabilitation of buildings in many high-seismic-hazard countries. Applications of the method for non-building constructions such as bridges are beyond the scope of this standard. Thus its application to this kind of structure should be approached with care. Target displaceme...

displacement coefficient method (dcm) stipulated in the asce 41-06 standard is becoming the preferred method for seismic rehabilitation of buildings in many high-seismic-hazard countries. applications of the method for non-building constructions such as bridges are beyond the scope of this standard. thus its application to this kind of structure should be approached with care. target displaceme...

The aim of the present paper is to evaluate the influence of the Soil- Foundation- Structure Interaction (SFSI) effects on the component demand modifier factor of concrete gravity beams based on ASCE 41-06 standard. To this end, the beam on the nonlinear Winkler foundation approach is employed which is a simple and efficient method. At first, four sets of 3-, 6-, 10- and 15-storey concrete mome...

— — — 3:26A 3:29A 3:31A 3:35A 3:37A 3:39A 3:41A 3:42A 3:44A 3:48A 3:51A 3:53A 3:55A 3:58A 4:04A 4:06A — — — 3:47 3:50 3:52 3:56 3:58 4:00 4:02 4:03 4:05 4:09 4:12 4:14 4:16 4:19 4:25 4:27 — — — 3:59 4:02 4:04 4:08 4:10 4:12 4:14 4:15 4:17 4:21 4:24 4:26 4:28 4:31 4:37 4:39 — — — 4:11 4:14 4:16 4:20 4:22 4:24 4:26 4:27 4:29 4:33 4:36 4:38 4:40 4:43 4:49 4:51 — — — 4:26 4:29 4:31 4:35 4:37 4:39 4...

Yapılardaki deprem hasarının tahmini, can ve mal kaybını önleme açısından oldukça önemlidir. Hasar plastik mafsal parametrelerinin şekil değiştirme sınır durumlarının gerçek yapı davranışını yansıtması oranında başarılı olmaktadır. Yapı tasarımında mevcut değerlendirmesinde çeşitli standartlar ile parametreleri değerleri belirlenmiştir. Federal Acil Durum Yönetim Kurumu (FEMA) Amerikan İnşaat M...

Irregular buildings make up a large portion of  urban infrastructure. Presence of irregularities can be due to architectural and  user changes in building stories. Main objective of this article is evaluate seismic performance of structures with vertical irregularities. Seismic responses are obtained by enveloping peak inelastic responses resulting from pushover analyses according to provided p...

*Correspondence address: Université Paris Descartes, Faculté de Médecine, Assistance Publique – Hôpitaux de Paris (AP-HP), Groupe Hospitalier Universitaire (GHU) Ouest, Centre Hospitalier Universitaire (CHU) Cochin Port Royal, Service de Gynécologie Obstétrique II et Médecine de la Reproduction (Professeur Chapron), Paris, France, 82 avenue Denfert Rochereau 75014 Paris, France. Tel: +33-6-62-0...

Averrhoa bilimbi is a plant rich in benefits, one of which as natural coagulant. The aim this research to increase the potential an environmentally friendly coagulant for coagulation rubber clone PB 260. concentrations used were 45%, 55%, 65%, 75% and 85%. characteristics tested dry content (DRC), initial plasticity (Po) Plasticity Retention Index (PRI). Based on results study, optimum concentr...