Perilaku Kolom Beton Bulat Lilitan Spiral Pascabakar Akibat Beban Tekan Aksial Eksentris

The objective of this research is to study the strength, stiffness, ductility, cracking patterns, and modes of failure of spirally reinforced concrete columns with circular cross section after fire subjected to eccentrically axial compressive loading. Six spirally reinforced concrete columns with ci...

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Bibliographic Details
Main Author: Perpustakaan UGM, i-lib
Format: Article
Published: [Yogyakarta] : Universitas Gadjah Mada 2003
Subjects: