Please use this identifier to cite or link to this item:
Title: Influence of infill and slab on twodimensional And three dimensional R C frames for seismic resistance
Researcher: Suyamburaja arulselvan
Guide(s): Subramanian K
Keywords: Moment resisting frames
Upload Date: 28-Nov-2014
University: Anna University
Completed Date: 01/06/2008
Abstract: Moment resisting frames are often desirable in building newlineapplications because they allow for maximum floor space utilization and newlineaccess between bays especially on the first storey of buildings for automobile newlineparking and pedestrian walkways The first storey of such building is often newlinetaller than the other storeys of the buildings which make it prone to softstorey newlineor column side sway failure mechanisms due to abrupt changes in newlinestorey stiffness and strengths These mechanisms are such that all columns or newlinejoints of a storey develop hinges possibly rendering the structure unstable newlineduring further lateral loading Failures by such mechanisms are well newlinedocumented around the world especially in buildings with limited member newlineductility due to inadequate detailing Moment resisting frame systems are also newlinecomplicated by the presence of non structural elements that can create torsion newlineand stiffness irregularities in the building and also shorten the effective length newlineof members making them prone to brittle shear failures Due to the complex newlinebehaviour of such composite structures experimental research is great newlineimportance to determine the strength stiffness and dynamic characteristics of newlinesuch systems at each stage of loading newlineExperimental investigations were carried out in this work in three newlineStages The interface behaviours of brick joints were studied in the first stage newlineto assess the load displacement behavior load carrying capacity and the newlineshear strength of brick joints newline newline
Pagination: xxxv, 248p.
Appears in Departments:Faculty of Civil Engineering

Files in This Item:
File Description SizeFormat 
01_title.pdfAttached File37.76 kBAdobe PDFView/Open
02_certificate.pdf5.91 kBAdobe PDFView/Open
03_abstract.pdf8.39 kBAdobe PDFView/Open
04_acknowledgement.pdf7.1 kBAdobe PDFView/Open
05_content.pdf74.35 kBAdobe PDFView/Open
06_chapter1.pdf119.27 kBAdobe PDFView/Open
08_chapter3.pdf225.05 kBAdobe PDFView/Open
09_chapter4.pdf530.91 kBAdobe PDFView/Open
10_chapter5.pdf2.76 MBAdobe PDFView/Open
11_chapter6.pdf376.14 kBAdobe PDFView/Open
12_chapter7.pdf70.64 kBAdobe PDFView/Open
13_reference.pdf61.09 kBAdobe PDFView/Open
14_publication.pdf10.21 kBAdobe PDFView/Open
15_vitae.pdf5.8 kBAdobe PDFView/Open

Items in Shodhganga are protected by copyright, with all rights reserved, unless otherwise indicated.

Altmetric Badge: