Analysis of an Inclined Structure Considering Suspension Cables Using STAAD.PRO A Review

Authors

  • Ratnesh Dubey P.G. Scholar, Department of Civil Engineering, Infinity Management and Engineering College, Patheriya Jat, Madhya Pradesh, India Author
  • Rahul Satbhaiya Assistant Professor, Department of Civil Engineering, Infinity Management and Engineering College, Patheriya Jat, Madhya Pradesh, India Author

Keywords:

STAAD, G+12, RCC

Abstract

The seismic examination is required for each situation of design investigation whether it's connected with any dirt condition or topography. Designs and construction designs together have made wonders in type of exceptional designs whether its time from antiquated Pyramids to Transamerica Pyramid in San Francisco. This designs are not generally about superficial interests as even such designs are intended to be steady against various powers and conservative viewpoints. Elevated structures and high rises are planned with various advancements to oppose weighty breezes and seismic powers and such innovations incorporate inclining at various points, curving shapes or making free shapes for streamlined features. Numerous creations have assisted with fostering building tall structures, the development of the upward lift in 1853 by the American Elisha Graves Otis was perhaps of the main consider the advancement of this idea. Reasonability of this lift for rapidly vertical development assisted individuals with moving between stories easily. Until 1870, cast iron and wood was the primary materials utilized in development of building where walls made of brick work must be so thick to have the option to complete the heap coming from floors. This framework restricted the level of the structure as a result of the enormous load of its parts. Afterward, the steel outline framework was welcomed which became as the best arrangement around then as it much solid framework which can tack more heap of each floor and in this manner the thickness of the walls could be decreased where protection turned into its primary capability. In this examination, the consequences of greatest reaction as far as base shear, removal, time history are assessed. The point of this examination planning and investigation of link skewed building conduct began on various slanting points and its way of behaving during tremor areas of zone V. The seismic examination of G+12 story RCC expanding on shifting slant points is contemplated and contrasted and a similar on the level ground. The underlying examination programming STAAD Genius V8i is utilized to concentrate on the impact of inclination on building execution during seismic tremor in zone V.              

Downloads

Download data is not yet available.

References

Agrawal, P. and Shrikhande, M., Earthquake resistant design of structures, PHI learning pvt. ltd.

Al-Ali, A.A.K. and Krawinkler, H. (1998). “Effects of Vertical Irregularities on Seismic Behavior of Building Structures”, Report No. 130, The John A. Blume Earthquake Engineering Center,Department of Civil and Environmental Engineering, Stanford University, Stanford, U.S.A

Aranda, G.R. (1984). “Ductility Demands for R/C Frames Irregular in Elevation”, Proceedings of the Eighth World Conference on Earthquake Engineering, San Francisco, U.S.A., Vol. 4, pp. 559-566.

ASCE 7 Minimum Design Loads for Buildings and Other Structures. American Society of Civil Engineers, 2010.

Athanassiadou CJ. Seismic performance of R/C plane frames irregular in elevation. Eng Struct 2008;30, pp 1250-61.

BIS (2002). “IS 1893 (Part 1)-2002: Indian Standard Criteria for Earthquake Resistant Design of Structures, Part 1 – General Provisions and Buildings (Fifth Revision)”, Bureau of Indian Standards, New Delhi

Chintanapakdee, C. and Chopra, A.K. (2004). “Seismic Response of Vertically Irregular Frames: Response History and Modal Pushover Analyses”, Journal of Structural Engineering, ASCE, Vol. 130, No. 8, pp. 1177-1185 .

Chopra,A. K. (2003). Dynamics of structures: theory and applications to earthquake engineering. Prentice – Hall, Englewood Cliffs,N.J. 73

Das, S. and Nau, J.M. (2003). “Seismic Design Aspects of Vertically Irregular Reinforced Concrete Buildings”, Earthquake Spectra, Vol. 19, No. 3, pp. 455-477.

Downloads

Published

07-01-2023

Issue

Section

Research Articles

How to Cite

Dubey, R., & Satbhaiya, R. (2023). Analysis of an Inclined Structure Considering Suspension Cables Using STAAD.PRO A Review . International Journal of Scientific Research in Civil Engineering, 7(1), 48-52. https://ijsrce.com/index.php/home/article/view/IJSRCE22715

Most read articles by the same author(s)

1 2 > >> 

Similar Articles

1-10 of 114

You may also start an advanced similarity search for this article.