EFEK MEMPERHITUNGKAN TULANGAN LONGITUDINAL DAN SENGKANG PADA GEDUNG BETON BERTULANG BERLANTAI BANYAK TERHADAP KEKUATAN DAN KELAKUAN

SUPRIATNA, AGUS DWIE (2012) EFEK MEMPERHITUNGKAN TULANGAN LONGITUDINAL DAN SENGKANG PADA GEDUNG BETON BERTULANG BERLANTAI BANYAK TERHADAP KEKUATAN DAN KELAKUAN. S1 thesis, Universitas Mercu Buana.

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Item Type: Thesis (S1)
Call Number CD: FTPD/SIP. 12 039
Call Number: STSP/11/12/039
NIM/NIDN Creators: 41108010035
Uncontrolled Keywords: Frame Konvesional, Frame transformasi dengan kuat tekan beton terkekang
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: Admin Perpus UMB
Date Deposited: 24 Sep 2012 15:12
Last Modified: 23 Sep 2022 01:29
URI: http://repository.mercubuana.ac.id/id/eprint/21414

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