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Desain Gedung Tinggi Beton Bertulang Tahan Gempa

  • Hoedajanto D
Unisia (1994) 14(23) 76-82
DOI: 10.20885/unisia.vol14.iss23.art6
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Abstract

Desain dari Gedung Tinggi Beton Bertulang Tahan Gempa di Indonesia" diatni" oleh dua standar yaitu SNI Gempa-1989 [1] dan SNI Beton-1991 [2]. Keduanya.'secara gabungan, memberikan tuntunan dasar mengenai (a) Konsep dan Kriteria Desain, dan (b) Beban …

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APA

Hoedajanto, D. (1994). Desain Gedung Tinggi Beton Bertulang Tahan Gempa. Unisia, 14(23), 76–82. https://doi.org/10.20885/unisia.vol14.iss23.art6

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