ANALYSIS OF ECCENTRICALLY LOADED CONCRETE-FILLED STEEL TUBULAR SLENDER COLUMNS

ANALYSIS OF ECCENTRICALLY LOADED CONCRETE-FILLED STEEL TUBULAR SLENDER COLUMNS

This thesis describes of developing numerical model which use fiber analysis method based on new constitutive models for Concrete-Filled Steel Tubular Columns (for next is called CFT Columns) resulting from phase V of the United States-Japan cooperative earthquake research program to analyses the be...

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Bibliographic Details
Main Author: M. GULTOM (NIM : 25003009); Pembimbing : Prof., Ir. R. Bambang Boediono, ME., Ph.D., LUHUT
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/20257
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Institution: Institut Teknologi Bandung
Language: Indonesia

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https://digilib.itb.ac.id/gdl/view/20257

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