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Paper Title

A Comparative Study On The Performance Of Tall Structures With Diagrid Systems And Exterior Braced Frame Systems Subjected To Seismic Loading

Authors

Sarvaswini H C , Ranjith A , Sanjith J

Keywords

Diagrids,Exterior braced frame sytems,seismic loading

Abstract

Tall building has developed with respect to the necessities rising from the continuous growth in world’s population. In recent days, the want for such buildings is increased largely, specially driven by environmental thought process. A braced frame is a structural component that is widely used in buildings subjected to horizontal loads. It is a specific form of space8truss. It comprises of perimeter grid made up of the series8of8triangulated8truss8system. Diagrid is made by coinciding the diagonal component and horizontal components. The primary objective of my study is8to understand the structural performance of the structure with diagrids and comparing the same buildings with exterior braced frame systems in place of the diagrids. The structural performances like lateral displacement, lateral drift, and stiffness of the structure, base shear and modal time period of the structure are investigated.

How To Cite

Choose the style your journal or department asks for, then copy it. Every version below is generated from this paper's own record.

IJRTI — journal style
"A Comparative Study On The Performance Of Tall Structures With Diagrid Systems And Exterior Braced Frame Systems Subjected To Seismic Loading", IJRTI - International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2456-3315, Vol.2, Issue 8, page no.26 - 32, August-2017, Available :https://ijrti.org/papers/IJRTI1708006.pdf
APA — 7th edition
C, S. H., A, R., & J, S. (2017). A Comparative Study On The Performance Of Tall Structures With Diagrid Systems And Exterior Braced Frame Systems Subjected To Seismic Loading. International Journal for Research Trends and Innovation, 2(8), 26 - 32. https://ijrti.org/viewpaperforall.php?paper=IJRTI1708006
MLA — 9th edition
C, Sarvaswini H, et al. "A Comparative Study On The Performance Of Tall Structures With Diagrid Systems And Exterior Braced Frame Systems Subjected To Seismic Loading." International Journal for Research Trends and Innovation, vol. 2, no. 8, 2017, pp. 26 - 32, https://ijrti.org/viewpaperforall.php?paper=IJRTI1708006.
Chicago — 17th, bibliography
C, Sarvaswini H, Ranjith A, and Sanjith J. "A Comparative Study On The Performance Of Tall Structures With Diagrid Systems And Exterior Braced Frame Systems Subjected To Seismic Loading." International Journal for Research Trends and Innovation 2, no. 8 (2017): 26 - 32. https://ijrti.org/viewpaperforall.php?paper=IJRTI1708006.
Harvard — author–date
C, S.H., A, R. and J, S. (2017) 'A Comparative Study On The Performance Of Tall Structures With Diagrid Systems And Exterior Braced Frame Systems Subjected To Seismic Loading', International Journal for Research Trends and Innovation, 2(8), pp. 26 - 32. Available at: https://ijrti.org/viewpaperforall.php?paper=IJRTI1708006
IEEE — numbered reference
S. H. C, R. A and S. J, "A Comparative Study On The Performance Of Tall Structures With Diagrid Systems And Exterior Braced Frame Systems Subjected To Seismic Loading," IJRTI, vol. 2, no. 8, pp. 26 - 32, Aug. 2017.
Vancouver — biomedical
C SH, A R, J S. A Comparative Study On The Performance Of Tall Structures With Diagrid Systems And Exterior Braced Frame Systems Subjected To Seismic Loading. IJRTI. 2017 Aug;2(8):26 - 32.
AMA — 11th edition
C SH, A R, J S. A Comparative Study On The Performance Of Tall Structures With Diagrid Systems And Exterior Braced Frame Systems Subjected To Seismic Loading. IJRTI. 2017;2(8):26 - 32. Accessed at https://ijrti.org/viewpaperforall.php?paper=IJRTI1708006
BibTeX — Zotero, Mendeley, LaTeX
@article{IJRTI1708006, author = {Sarvaswini H C and Ranjith A and Sanjith J}, title = {A Comparative Study On The Performance Of Tall Structures With Diagrid Systems And Exterior Braced Frame Systems Subjected To Seismic Loading}, journal = {International Journal for Research Trends and Innovation}, volume = {2}, number = {8}, pages = {26 - 32}, year = {2017}, month = {August}, issn = {2456-3315}, url = {https://ijrti.org/viewpaperforall.php?paper=IJRTI1708006} }
RIS — EndNote, RefWorks
TY - JOUR AU - C, Sarvaswini H AU - A, Ranjith AU - J, Sanjith TI - A Comparative Study On The Performance Of Tall Structures With Diagrid Systems And Exterior Braced Frame Systems Subjected To Seismic Loading 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=IJRTI1708006 SP - 26 EP - 32 ER -

Issue

Volume 2 Issue 8, August-2017
Pages : 26 - 32

Other Publication Details

Paper Reg. ID IJRTI_170465
Published Paper ID IJRTI1708006
Downloads 205,661
Research Area Engineering
Country Hassan, Karnataka, India
Published August 2017

About Publisher

International Journal for Research Trends and Innovation Published by IJRTI (JW Publication)
2456-3315 ISSN
10.57 Impact Factor
2016 ESTD Year
Open Access
Impact Factor 10.57 calculated by Google Scholar and Semantic Scholar.
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Licence

© 2017 — Authors hold the copyright of this article. This work is licensed under a Creative Commons Attribution 4.0 International License and The Open Definition. This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0), which permits unrestricted use, distribution and reproduction in any medium, provided the original author and source are credited.
 Disclaimer: The content, data and findings in this article are based on the authors’ research and have been peer-reviewed for academic purposes only. Readers are advised to verify all information before practical or commercial use. The journal and its editorial board are not liable for any errors, losses or consequences arising from its use.

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.

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