Study on High Rise (G+32) Cluster Shaped Building under Earthquake with the help of IS 1893, UBC Codal Provisions
| Main Authors: | D.N. Kakade, Shaikh Shahzain Faheem |
|---|---|
| Format: | Article Journal |
| Bahasa: | eng |
| Terbitan: |
, 2020
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| Subjects: | |
| Online Access: |
https://zenodo.org/record/4307703 |
Daftar Isi:
- Construction is a vital part of every developing country in this area. The tallness of a building is relative and cannot be defined in absolute terms either in relation to height or the number of stories. But, from a structural engineer's point of view the tall building or multistoreyed building can be defined as one that, by virtue of its height, is affected by lateral forces due to wind or earthquake or both to an extent that they play an important role in the structural design. The utmost country has own specific code for structure design to help the structure engineer to provide more stable, durable structure as to feasible in country topography and environment. In this paper presents the comparative study of analysis of high rise structure with considering dynamic force for three codal Guidelines (IS 1893:2002, UBC-1997, and ASCE: 7-10) using E-TAB. The comparative study includes the analysis of high rise (g+32) cluster shaped building under earthquake with the help of IS-1893, ASCE-7- 10 UBC-1997 codal provisions in the terms of model time period , base shear, story drift and displacement as shown in the graphical representation of the results is shown below.