Perbedaan volume Tulangan Dinding Geser Yang Dirancang Berdasarkan UBC'94 Dan SNII' 92
ABSTRACT This paper discusses one of the sections of Uniform Building Code (UBC)1994 and Standar Nasional Indonesia (SNI) 1992 involved with reinforced concrete shear wall design.. For the case study, the structure of Melia Purosani Hotel Yogyakarta has been computed by Structural Analysis Program (...
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| Format: | Article NonPeerReviewed |
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[Yogyakarta] : Universitas Gadjah Mada
1999
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| Online Access: | https://repository.ugm.ac.id/17964/ http://i-lib.ugm.ac.id/jurnal/download.php?dataId=739 |
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| Institution: | Universitas Gadjah Mada |
| Summary: | ABSTRACT
This paper discusses one of the sections of Uniform Building Code (UBC)1994 and Standar Nasional Indonesia (SNI) 1992 involved with reinforced concrete shear wall design.. For the case study, the structure of Melia Purosani Hotel Yogyakarta has been computed by Structural Analysis Program (SAP) 1990 ( two dimensional frame system) with static equivalent loads assumpsion. The result result shows that the UBC '94 design is more efficient on the reinforcement volume |
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