Behavior of Semi-Rigid Steel Connection For G+ 3 Unsymmetrical Structures Under Consideration of Seismic Forces

Published in Journal

Journal of Advances and Scholarly Researches in Allied Education [JASRAE] (Vol:15/ Issue: 2) DOI: 10.29070/JASRAE
Authors: A. C. Umare*, Ms. P. S. Madde, Ms. P. D. Veer, Ms. R. J. Kamble, Ms. S. R. Surwase,
Subjects: Multidisciplinary Academic Research

Year: Apr, 2018
Volume: 15 / Issue: 2
Pages: 5 - 10 (6)
Publisher: Ignited Minds Journals
Source:
E-ISSN: 2230-7540
DOI: 10.29070/15/56647
Published URL: http://ipublisher.in/p/56647
Published On: Apr, 2018

Article Details

Behavior of Semi-Rigid Steel Connection for G+ 3 Unsymmetrical Structures under Consideration of Seismic Forces | Original Article

A. C. Umare*, Ms. P. S. Madde, Ms. P. D. Veer, Ms. R. J. Kamble, Ms. S. R. Surwase, in Journal of Advances and Scholarly Researches in Allied Education | Multidisciplinary Academic Research

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ABSTRACT:

As thePinned Rigid connections will not give real behavior of the structure so partial restrained connection are introduced in the structure by introducing spring stiffness to achieve the approximately real behavior of structure. In this paper analysis and design of top seat angle connection is presented and beam-column behavior for maximum deflection joint displacement are compared with different load combination for unsymmetrical structure. The results are taken from Staad-pro v8i and designed values are used to calculate relative spring stiffness of beam-column joint and applied on structure to get the semi-rigid type of connection and results are discussed for all three types of connections called pinned, rigid semi-rigid connection.