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INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016 open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15 |
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| Paper Title: | Response Spectrum Evaluation of Seven Frame Seismic Models Platform With Linear Approach And Dynamic Analysis |
| Authors Name: | Sarvar Ali , Abhishek Sharma |
| Unique Id: | IJSDR2007140 |
| Published In: | Volume 5 Issue 7, July-2020 |
| Abstract: | Due to space restrictions and migration of people from rural to urban areas, it has become essential to construct high rise structures. With the past experiences of earthquake in the form of devastating effects, it has now become important to consider the seismic effects during designing of the medium to high rise structures. In these types of structures, their safety during earthquake is still objectionable. Moreover, columns stiffness must be so enough to resist the seismic vibrations. From the past studies, it has been observed that the high stiffness in the columns require the larger column sizes large and it is practically impossible to construct such large sized columns due to space restrictions. Hence, the shear walls are considered to be one of the alternatives to increase the structural stiffness. Shear wall acts as a wide column always. It supports the imposed loads and consists of high stiffness in plane. It acts as structural resistant against seismic forces. However, the shear walls cannot be provided at all the locations due to its impact on economy. This present study is an attempt to determine the effective of shear wall in terms of structural in symmetrical structures. In this study, seven frame models are considered having different arrangement of shear wall. These frame models are subjected to perform Equivalent Linear Static Analysis and Response Spectrum Analysis with the help of platform ETABS 16.2.1. Various parameters such as maximum lateral displacement, storey drift, storey shear, base shear, and natural time period are evaluated from the both analyses and best arrangement of shear wall is suggested. |
| Keywords: | Shear Wall, Stiffness, Equivalent Linear Static Analysis, Response Spectrum Analysis |
| Cite Article: | "Response Spectrum Evaluation of Seven Frame Seismic Models Platform With Linear Approach And Dynamic Analysis", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.5, Issue 7, page no.975 - 978, July-2020, Available :http://www.ijsdr.org/papers/IJSDR2007140.pdf |
| Downloads: | 000337077 |
| Publication Details: | Published Paper ID: IJSDR2007140 Registration ID:192288 Published In: Volume 5 Issue 7, July-2020 DOI (Digital Object Identifier): Page No: 975 - 978 Publisher: IJSDR | www.ijsdr.org ISSN Number: 2455-2631 |
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