EVALUASI STRUKTUR BANGUNAN HOTEL AMBARRUKMO PADA KONDISI SEBELUM DAN SETELAH RETROFIT TERHADAP PETA GEMPA 2010

Based on SNI 1726-2002, Yogyakarta seismic zone is in zone 3 which had peak ground acceleration 0,15 g. Indonesia last seismic map that published in 2010, Yogyakarta peak ground acceleration had reached 0,3-0,4 g for 10% probability exceeded in 50 years, so the risk of damage of the building caused...

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Bibliographic Details
Main Authors: , Fajar Purwoko, , Ir. Suprapto Siswosukarto, Ph.D.
Format: Thesis
Published: [Yogyakarta] : Universitas Gadjah Mada 2012
Subjects:
ETD