Direct Displacement Based Design (Based on Priestley and Kowalsky) versus Force Based Design for wall structures

ARTON, DAUTAJ and NASER, KABASHI (2015) Direct Displacement Based Design (Based on Priestley and Kowalsky) versus Force Based Design for wall structures. In: Second International Conference on Advances in Civil, Structural and Construction Engineering - CSCE 2015, 18 - 19 April, 2015, Rome, Italy.

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Abstract

A seismic design procedure is developed to enable design of concrete wall buildings in order to achieve a specified acceptable level of damages under the designed earthquake. The practice shows the simplicity of procedures based on direct displacement based design method in comparison with force-based design method. In order to explain the differences between these two methods we demonstrated their application in wall buildings of four, eight and twelve multi storey buildings. The results obtained are showing significant differences, thus we recommended one of these two methods.

Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: Direct Displacement Based Design, Force Based Design, yield displacements, ductility, RC Walls, limit states.
Depositing User: Mr. John Steve
Date Deposited: 07 May 2019 10:11
Last Modified: 07 May 2019 10:11
URI: http://publications.theired.org/id/eprint/1971

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