Home
Published Issues
Author Guide
Editor Guide
Reviewer Guide
Special Issue
journal menu
Aims and Scope
Editorial Board
Indexing Service
Article Processing Charge
Editorial Process
Open Access Policy
Publicatoin Ethics
Contact Us
Copyright and Licensing
Preservation and Repository Policy
General Information
ISSN:
2319-6009 (Online)
Abbreviated title:
Int. J Struct. Civ. Eng. Res.
Editor-in-Chief:
Prof. Eric Strauss
Associate Editor:
Assoc. Prof. Wenxing Zhou
Executive Editor:
Ms. Cherry L. Chen
DOI:
10.18178/ijscer
Abstracting/Indexing:
Google Scholar, Cross-ref, CNKI,
etc.
E-mail questions to:
IJSCER Editorial Office
.
Editor-in-Chief
Prof. Eric Strauss
Michigan State University, USA
I am very excited to serve as the Editor-in-Chief of the International Journal of Structural and Civil Engineering Research
(IJSCER)
and hope that the publication can enrich the readers’ experience...
What's New
2024-01-04
IJSCER will adopt Article-by-Article Work Flow. For the quarterly journal, each issue will be released at the end of the issue month.
2023-11-06
November 6th, 2023 News! Vol. 12, No. 4, November 2023 issue has been published online
2023-08-09
August 9th, 2023 News! Vol. 12, No. 3, August 2023 issue has been published online
Home
>
Published Issues
>
2014
>
Volume 3, No. 1, February 2014
>
Analytical Study on Flanged Shearwall under Lateral Loading
N Sivakumar, M Asha, P Gowtham, R Manikandan, and N Dinesh
Department of Civil Engineering, Jay Shriram Group of Institutions, Tirupur-638660,Tamil Nadu, India
Abstract
—The frequent occurrence of the major earthquakes in the Indian subcontinent, and construction of tall buildings, especially over the last two decades demands for the construction of earthquake resistant buildings. Shear wall is one of the best lateral loading systems and it should be adequately designed and detailed. An analytical study has been made of the behavior of laterally loaded flanged shear wall in building with cross-shear wall. Particular attention is paid to the modeling of reinforced concrete rectangular shear wall with boundary elements. The objective of this work is to discuss the possibilities of modeling reinforcement detailing of reinforced concrete models in practical use. It reports the results of some analyses performed using the reinforced concrete model of the general-purpose finite element code ANSYS Version 10. The reinforced concrete model in ANSYS consists of a material model to predict the failure of brittle materials, applied to a three dimensional solid element in which reinforcing bars may be included. The material is capable of cracking in tension and crushing in compression. This paper presents the results of the three dimensional nonlinear finite element analysis of the reinforced concrete wall modeled with smeared reinforcement as well as discrete reinforcement detailing subjected to lateral static loading.
Index Terms
—concrete, lateral loading, non linear analysis, shear wall
Cite: N Sivakumar, M Asha, P Gowtham, R Manikandan, and N Dinesh, "Analytical Study on Flanged Shearwall under Lateral Loading," International Journal of Structural and Civil Engineering Research, Vol. 3, No. 1, pp. 22-30, February 2014.
vol
PREVIOUS PAPER
Cracked Width Pattern Analysis Using Different Grade of Steel and Concrete
NEXT PAPER
A Review of Nanomaterials in Civil Engineering Works