Research Analysis and Seismic performance of RCC irregular Building with shape and stiffness

Suraj N. Kholapure; Vishwajeet A. Kadlag

Research Analysis and Seismic performance of RCC irregular Building with shape and stiffness

Authors: Suraj N. Kholapure, Vishwajeet A. Kadlag

Unique Paper ID: 160597
Volume: 10
Issue: 1
PageNo: 778-782

Keywords: RCC Irregularity ETABS IS 1893 G+20 storied Earthquake

Abstract:
when a building is subjected to heavy loads, which includes both earthquake and wind loads, a major collapse of the building will occur. Many modern buildings contribute to the value of the buildings and it is very difficult to plan with a standard design. This inconsistency causes the building to collapse due to elastic loading. As a result, thorough research is required to achieve high performance and even poor configuration. In this work, the effect of vertical alignment and volume instability on multi-story buildings under elastic loading is investigated. Three RC building frames were selected and it is recommended to analyze all frame and modified frames. The ETABS analysis system is recommended to be analyzed by all parties to determine all migrations. In this study, 3-D frames of floors G + 20 are considered with the same height arrangement along the entire length and with a precise non-uniform configuration starting from the 9th floor. It is recommended that all previous frame responses be limited to all upload combinations. The response spectrum analysis method is designed to detect the lateral loads and floor settlements of all three frames due to earthquake loading and IS 1893 (Part 1): 2016 recommends dynamic analysis (direct dynamic analysis).

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Cite This Article

ISSN: 2349-6002
Volume: 10
Issue: 1
PageNo: 778-782

Research Analysis and Seismic performance of RCC irregular Building with shape and stiffness

Available:https://ijirt.org/Article?manuscript=160597

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