Cost Analysis of a Composite Diagrid Structure Frame with Bare Frame under Dynamic Loading

Authors(2) :-Satyendra Kumar Soni, Rahul Sathbhaiya

As now days a huge requirement of tall structure is needed due to increasing population in India, As India is a developing country which has moderate economy therefore cost of project plays a vital role in acceptance of technology and its application. In this paper, the author has compared the cost of construction of a high-rise building with and without diagrids. Authors have analyses a G+11 storey building in different seismic zones with different types of soil using software Staad.pro V8i. Total eight cases were modelled and designed for comparison. At the end concluded that introduction of Steel diagrid members decreases the cost of same building. It was found that diagrid structure is also capable of reducing the effect of dynamic loading on building.

Authors and Affiliations

Satyendra Kumar Soni
P. G. Scholar, Department of Civil Engineering, Infinity Management & Engineering College, Sagar, Madhya Pradesh, India
Rahul Sathbhaiya
Assistant Professor, Department of Civil Engineering, Infinity Management & Engineering College, Sagar, Madhya Pradesh, India

G+11 storey, Staad.pro V8i, Steel diagrid

  1. Clark W, Kingston J. 1930. The Skyscraper: A Study In The Economic Height Of Modern Office Buildings. American Institute of Steel Construction: New York.
  2. Khan, F.R., & Sbarounis, J. (1964). Interaction O Shear Walls And Frames In Concrete Structures Under Lateral Loads. Structural Journal of The American Society of Civil Engineers, 90(St3), 285‐335.
  3. Khan, F.R. (1969). Recent Structural Systems In Steel For High‐Rise Buildings. In Proceedings of The British Constructional Steelwork Association Conference on Steel In Architecture. London: British Constructional Steelwork Association.
  4. A. G. Davenport, “The Response of Six Building Shapes to Turbulent Wind”, Seria A, Mathematical and Physical Sciences. Vol. 269, No. 1199, A Discussion on Architectural Aerodynamics, 1971, Pp. 385‐394.
  5. Khan, F.R. (1973). Evolution of Structural Systems For High‐Rise Buildings In Steel And Concrete. In J. Kozak (Ed.), Tall Buildings In The Middle And East Europe: Proceedings of The 10th Regional Conference On Tall Buildings‐Planning, Design And Construction. Bratislava: Czechoslovak Scientific and Technical Association.
  6. Popov, E.P. (1982). Seismic Framing Systems for Tall Buildings. Engineering Journal/American Institute of Steel Construction, 19(Third Quarter), 141‐149.
  7. Council on Tall Buildings And Urban Habitat. 1995. Structural Systems for Tall Buildings. Mcgraw‐Hill: New York.
  8. Aisc. 1998. Manual of Steel Construction: Load And Resistance Factor Design. American Institute of Steel Construction: Chicago

Publication Details

Published in : Volume 4 | Issue 4 | July-August 2020
Date of Publication : 2020-08-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 105-111
Manuscript Number : IJSRCE204417
Publisher : Technoscience Academy

ISSN : 2456-6667

Cite This Article :

Satyendra Kumar Soni, Rahul Sathbhaiya, "Cost Analysis of a Composite Diagrid Structure Frame with Bare Frame under Dynamic Loading", International Journal of Scientific Research in Civil Engineering (IJSRCE), ISSN : 2456-6667, Volume 4, Issue 4, pp.105-111, July-August.2020
URL : https://ijsrce.com/IJSRCE204417

Article Preview

Contact Us

  • Address : 3 & 4, Sterling Plaza, Indira Circle, 150 Feet Ring Road, Rajkot-360005, Gujarat, India