ANALYSIS OF MOMENT RESISTING FRAME BY KNEE BRACING

Authors

  • Mr.Choudhari V.A. Department of Civil Engineering S B Patil College of Engineering, Indapur, Maharashtra, India
  • Dr. T. K. Nagaraj Department of Civil Engineering Bhivarabai Sawant Instt.of Technology & Research, Pune, Maharashtra, India

Keywords:

Strength, Ductility,, eismic loads, steel bracing,, pushover analysis,

Abstract

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.

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Published

2021-03-17

Issue

Vol. 2 No. 6 (2015): IJIERT

Section

Articles

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