Widyarto, Andri Candra (2010) ASPEK BUKAAN DINDING TERHADAP KEKUATAN STRUKTUR PADA BANGUNAN TAHAN GEMPA (Studi Kasus Pada Model Bangunan Gedung KBGI: Griya Bestari). Other thesis, University of Muhammadiyah Malang.
ASPEK_BUKAAN_DINDING_TERHADAP_KEKUATAN_STRUKTURPADA_BANGUNAN_TAHAN_GEMPA.pdf - Published Version
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With full of scale at building model (KBGI: Griya Bestari) residing in Malang city with earthquake zona region (4), this research is meant to know how big influence of opening wall to ability of high rise building structure in accepting earthquake burden. This comparative research with opening degree of comporasion 0%, 10%, 25%, and 35%. With structure type (1) portal without wall, (2) opening wall model without cushion and (3) opening wall model with cushion to be analysed by using calculation of style shift effect of earthquake burden. From result of research show biggest displacement and biggest inersia, structure (1) δ= 1,326 mm and K = 63,94 ton/cm, structure (2) δ= 0,519 mm and K = 265,52 ton/cm and structure (3) δ= 0,52 mm and K = 218,78 ton/cm. result of calculation of opening ever greater of displacement. But inversely proportional with is ever greater wide of opening hence smaller inersia of structure. Third of this model is including very peaceful from influence of style of lateral effect of earthquake because yielded displacement smaller than condition of displacement used.
|Item Type:||Thesis (Other)|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Divisions:||Faculty of Engineering > Department of Civil Engineering|
|Depositing User:||Rayi Tegar Pamungkas|
|Date Deposited:||17 Mar 2012 12:19|
|Last Modified:||17 Mar 2012 12:19|
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