Skripsi
ANALISIS DINDING STRUKTURAL PADA BANGUNAN AKIBAT BEBAN GEMPA DI WILAYAH SUMATERA SELATAN DENGAN VARIASI KELAS SITUS
The purpose and objectives of this thesis was to evaluate the differences of structural responses of regular reinforced concrete buildings with structural wall influence due to earthquake loads on some areas in South Sumatra with sites class variation and also for knowing the calculation effectiveness from equivalent static method and spectrum response dynamic method for buildings with regular building category. The area under review are Palembang, Lubuklinggau, Pagaralam, Ogan Komering Ulu, Muara Enim, Musi Rawas, and Musi Banyuasin. Sites class variation that were used, are hard soil, soil, and soft soil. Building model were used is ten-storey building, dimensions 30 m x 20 m, with the height of 35,5 m that serves as a hospital. The initial data is collected via the official website of PU, namely puskim.pu.go.id. Structural analysis in this research assisted by structural program. From the overall of structural responses under review, the output when uses equivalent static method in Pagaralam region with soil sites class are the most vulnerable region against earthquake loads. The value from each structural responses parameter, base shear force is 1022,54 ton, story lateral seismic force is 177,94 ton, inter-storey drift is 25,24 mm, drift ratio is 0,00721, and the needed of main reinforced is 34115 kg. Based on the safety level against earthquake loads, respectively from the areas most vulnerable to the areas most secure, is Pagaralam, Lubuklinggau, Musi Rawas, Ogan Komering Ulu, Muara Enim, Palembang, and Musi Banyuasin.
Inventory Code | Barcode | Call Number | Location | Status |
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1607001152 | T14199 | T141992016 | Central Library (REFERENCES) | Available but not for loan - Not for Loan |
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