Analisis Dinamik Nonlinier-Inelastik an Konsep Damage Factor Untuk Perancangan Struktur Portal Beton Bertulang Tahan Gempa
ABSTRACT A nonlinear-inelastic dynamic analysis procedure of reinforced concrete frame structures considering the hysteretic behavior of the elements has been developed. Meyer and Ronfaiel hysteretic model has been adopted to account for the element inelastic behavior. The nonlinear equation of moti...
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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/17908/ http://i-lib.ugm.ac.id/jurnal/download.php?dataId=682 |
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| Institution: | Universitas Gadjah Mada |