Seismic Assessment of RC Framed Building Using Shear Failure Model

Language: English

Published by LAP LAMBERT Academic Publishing Dez 2016, 2016

3330027959 / 9783330027954

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Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermanyBuchWeltWeit Ludwig Meier e.K.

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This item is printed on demand - it takes 3-4 days longer - Neuware -Prediction of nonlinear shear hinge parameters in RC members is difficult because it involves a number of parameters like shear capacity, shear displacement, shear stiffness. As shear failure are brittle in nature, designer must ensure that shear failure can never occur. Designer has to design the sections such that flexural failure (ductile mode of failure) precedes the shear failure. Also design code does not permit shear failure. However, past earthquakes reveal that majority of the reinforced concrete (RC) structures failed due to shear. Therefore accurate modelling of shear failure is almost certain for seismic assessment of RC framed building. The current industry practice is to do nonlinear analysis for flexure only. Modelling shear hinges is necessary to correctly evaluate strength and ductility of the building. When analysis ignores shear failure model it overestimates the base shear and roof displacement capacity of the building. Therefore, Main objective of the present work is to develop nonlinear force-deformation model for reinforced concrete section for shear and demonstrate the importance of modelling shear hinge in seismic assessment of RC framed building. 124 pp. Englisch.…

Seller Inventory # 9783330027954

Title
Seismic Assessment of RC Framed Building Using Shear Failure Model
Author
Avadhoot Bhosale
Publisher
LAP LAMBERT Academic Publishing Dez 2016
Publication year
2016
Condition
Neu
Binding
Taschenbuch
Language
English
ISBN 10
3330027959
ISBN 13
9783330027954
Item weight
203 grams
Dimensions
220x150x8 mm

BuchWeltWeit Ludwig Meier e.K.

Bergisch Gladbach, Germany

5-star seller

AbeBooks seller since January 11, 2012

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BuchWeltWeit Ludwig Meier e.K.

Germany