SWS Academic Research eLibraryEarth & Planetary Sciences

Scholarly record

EFFECTS OF DIFFERENT BOND TYPES ON HORIZONTAL LOAD BEARING CAPACITY OF MASONRY WALLS

M. T. Cogurcu, M. S. Donduren, M. Kamanli, M. Altin, A. K. Ilgun

First published: 2009DOI pendingView metrics

Abstract

In this study, behaviors of wall samples produced from solid batch bricks were investigated under horizontal loads using various types of bond. Fort his aim six samples that contain three samples from each one, whose dimensions are 60*60 cm, were prepared. Hatch bond and running bond types were used while preparing the samples. Produced masonry wall samples were failure using experimental technique of standard shear strengths. The observed behavior of the experimental samples and the cracks occurred are studied, horizontal load-displacement and shear stress graphs are platted. A numerical model is analyzed using the ANSYS software and the results are compared with the experimental ones.

Publication details

Title
EFFECTS OF DIFFERENT BOND TYPES ON HORIZONTAL LOAD BEARING CAPACITY OF MASONRY WALLS
Authors
M. T. Cogurcu, M. S. Donduren, M. Kamanli, M. Altin, A. K. Ilgun
Proceedings
9th International Multidisciplinary Scientific GeoConference SGEM2009
Publisher
SGEM Scientific GeoConference
Year
2009
Pages
71-78
SWS Citekey
Cogurcu200994
ISSN
Not available yet
ISBN
954-91818-1-2
Language
en
Publication type
Conference Paper
Keywords
Bonding stylesExperimental studyMasonryWall strength
References4

  1. Cögürcü, M, T., 2007. " The Strengthening of the Masonry Buildings using the Bed Joint Strengthening method" , Selcuk University, Institute of Natural and Applied Sciences, Doctorate Thesis, Konya

  2. Kamt, R., Atimtay,E., et all. 2005. "The Experimental Behavior of the Masonry Walls which are loaded out of Plane", YDGA The Increase in the Earthquake security of the Masonry Buildings Workshop, ODTÜ, 17th February, 2005, Ankara.

  3. TS 705 "Fabrika Tuglalari-Duvarlar îçin Dolu ve Düsey Delikli TuglaKurallan"

  4. TS 19 "Cimento-Portland Çimentolari"

View or Download full articleAccess options
Full paper accessChoose SWS login, librarian support, or instant article download.

SWS access login

Login as SWS Scientific Committee

Authors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.

For librarian assistance: [email protected]

Purchase Instant Access

48-hour online accessComing soon
Online-only accessComing soon
Download the full article in PDF formatEUR 35
  • Article can be downloaded after successful payment.
  • Article may be used according to SWS library access terms.
  • Article cannot be redistributed.
Get full paper

Back to publication list