Analysis of Moment Resisting Frame by Knee Bracing

Vinod Choudhari

ISBN 10: 3330006897 / ISBN 13: 9783330006898

Published by LAP Lambert Academic Publishing, 2016

About this Item

nach der Bestellung gedruckt Neuware - Printed after ordering - In last decades steel structures has played an important role in construction industry. Providing strength, stability and ductility are major purposes of seismic design. It is necessary to design a structure to perform well under seismic loads. Steel braced frame is one of the structural systems used to resist earthquake loads in structures. Steel bracing is economical, easy to erect, occupies less space and has flexibility to design for meeting the required strength and stiffness. Bracing can be used as retrofit as well. There are various types of steel bracings such as Diagonal, X, K, V, inverted V type or chevron and global type concentric bracings. In the present study, it was shown that modeling of the G+4 steel bare frame with various bracings (X, V, inverted V, and Knee bracing) by computer software SAP2000 and pushover analysis results are obtained. Comparison between the seismic parameters such as base shear, roof displacement, time period, storey drift, performance point for steel bare frame with different bracing patterns are studied. It is found that the X type of steel bracings significantly contributes to the structural stiffness and reduces the max. interstorey drift.

Seller Inventory # 9783330006898

Bibliographic Details

• Title: Analysis of Moment Resisting Frame by Knee Bracing
• Publisher: LAP Lambert Academic Publishing
• Publication Date: 2016
• Language: English
• ISBN 10: 3330006897
• ISBN 13: 9783330006898
• Binding: Taschenbuch
• Condition: Neu
• Dimensions: 220W x 150H x 7D millimeters 220 millimeters width by 150 millimeters height by 7 millimeters depth
• Weight: 161 grams

About this title

Synopsis

In last decades steel structures has played an important role in construction industry. Providing strength, stability and ductility are major purposes of seismic design. It is necessary to design a structure to perform well under seismic loads. Steel braced frame is one of the structural systems used to resist earthquake loads in structures. Steel bracing is economical, easy to erect, occupies less space and has flexibility to design for meeting the required strength and stiffness. Bracing can be used as retrofit as well. There are various types of steel bracings such as Diagonal, X, K, V, inverted V type or chevron and global type concentric bracings. In the present study, it was shown that modeling of the G+4 steel bare frame with various bracings (X, V, inverted V, and Knee bracing) by computer software SAP2000 and pushover analysis results are obtained. Comparison between the seismic parameters such as base shear, roof displacement, time period, storey drift, performance point for steel bare frame with different bracing patterns are studied. It is found that the X type of steel bracings significantly contributes to the structural stiffness and reduces the max. interstorey drift

About the Author

Prof.Choudhari V.A.working as a Assistant Professor in dept of Civil Engg. at S.B.Patil College of Engg.,Indapur 413 106 (MH). he has completed B.E.Civil Engg. from Dr.B.A.M.U.Marathwada,Aurangabad University.also completed ME in Structures under SPPU,Pune University,Pune.He has Published 10 International journal Paper.Teaching experience 8 yrs.