EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS
IJRTI1708007
Volume 2, Issue 8
Page 33 - 38
August 2017
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ISSN2456-3315
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Paper Title
EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS
Authors
KIRANKUMAR , SHAILAJA , CHETHAN V R
Keywords
ETABS, Outriggers, Steel, Structure
Abstract
A Steel Structure is generally a combination of different Steel Structural, which are designed to resist Gravity and Lateral loads, and also provide adequate Stability. Application of Steel Structures is found in almost all the construction sectors, which includes long span Structure like airport terminals, stadiums, exhibition centres, high rises buildings, manufacturing plants, tower and masts structures, portal frames, Bridges and Steel Structural members are used in Infrastructures and Agricultural Buildings and Building cranes. The different types of Bracing systems are provide at each Floor level which provides load paths to transfer horizontal forces to vertical frames, particularly to Columns where ultimately the forces will transfer to Ground level. High rise Steel moment resisting frame is considered for the Static and Dynamic analysis. Steel moment resisting frame are studied by incorporating outriggers and Steel braced Core. Braced core location is varied with respect to Centre of the building. Maximum lateral load resistance from braced core for particular location away from the Centre is found out. Equivalent Static and Dynamic Time history Analysis is carried out. From the analytical results and discussions it is concluded that Steel moment resisting frame with outrigger and braced core 10 m offset along negative Y direction can be recommended for the structure where shear core or braced core and outrigger systems cannot be provided at the centre of the structure. Also offset braced core steel structural systems are better in resisting the lateral force than that of conventional braced Core and outrigger system.
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IJRTI — journal style
"EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS", IJRTI - International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2456-3315, Vol.2, Issue 8, page no.33 - 38, August-2017, Available :https://ijrti.org/papers/IJRTI1708007.pdf
APA — 7th edition
KIRANKUMAR, SHAILAJA, & R, C. V. (2017). EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS. International Journal for Research Trends and Innovation, 2(8), 33 - 38. https://ijrti.org/viewpaperforall.php?paper=IJRTI1708007
MLA — 9th edition
KIRANKUMAR, et al. "EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS." International Journal for Research Trends and Innovation, vol. 2, no. 8, 2017, pp. 33 - 38, https://ijrti.org/viewpaperforall.php?paper=IJRTI1708007.
Chicago — 17th, bibliography
KIRANKUMAR, SHAILAJA, and CHETHAN V R. "EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS." International Journal for Research Trends and Innovation 2, no. 8 (2017): 33 - 38. https://ijrti.org/viewpaperforall.php?paper=IJRTI1708007.
Harvard — author–date
KIRANKUMAR, SHAILAJA and R, C.V. (2017) 'EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS', International Journal for Research Trends and Innovation, 2(8), pp. 33 - 38. Available at: https://ijrti.org/viewpaperforall.php?paper=IJRTI1708007
IEEE — numbered reference
KIRANKUMAR, SHAILAJA and C. V. R, "EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS," IJRTI, vol. 2, no. 8, pp. 33 - 38, Aug. 2017.
Vancouver — biomedical
KIRANKUMAR, SHAILAJA, R CV. EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS. IJRTI. 2017 Aug;2(8):33 - 38.
AMA — 11th edition
KIRANKUMAR, SHAILAJA, R CV. EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS. IJRTI. 2017;2(8):33 - 38. Accessed at https://ijrti.org/viewpaperforall.php?paper=IJRTI1708007
BibTeX — Zotero, Mendeley, LaTeX
@article{IJRTI1708007,
author = {KIRANKUMAR and SHAILAJA and CHETHAN V R},
title = {EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS},
journal = {International Journal for Research Trends and Innovation},
volume = {2},
number = {8},
pages = {33 - 38},
year = {2017},
month = {August},
issn = {2456-3315},
url = {https://ijrti.org/viewpaperforall.php?paper=IJRTI1708007}
}
RIS — EndNote, RefWorks
TY - JOUR
AU - KIRANKUMAR
AU - SHAILAJA
AU - R, CHETHAN V
TI - EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS
T2 - International Journal for Research Trends and Innovation
JA - IJRTI
VL - 2
IS - 8
PY - 2017
SN - 2456-3315
UR - https://ijrti.org/viewpaperforall.php?paper=IJRTI1708007
SP - 33
EP - 38
ER -
International Journal for Research Trends and InnovationPublished by IJRTI (JW Publication)
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Declarations
Funding
No external funding was received for this study.
Conflict of Interest
The authors declare that they have no conflict of interest.
Acknowledgements
The authors would like to thank the reviewers and the editorial board of International Journal for Research Trends and Innovation for their careful reading and constructive comments, and all colleagues who supported the preparation of this manuscript.