Dipak B Gaidhane, Shrutika S Sanghai | International Journal of Geological and Geotechnical Engineering | Vol 11, Issue 02 | pp. 26-35
Abstract
Abstract –Present study focus on the behavior of RC frames by performing Equivalent Static and Linear Dynamic Analysis. A reinforced concrete frame having G+10 storey was considered. The investigation on the behavior of RC frame is carried out by using dynamic analysis i.e., Response Spectrum method. The modeling of RC frame is carried out by using finite element-based computer program i.e., STAAD.Pro. The investigation is carryout by considering Strength Irregularity with Soil Structure Interaction is considered. In strength irregularity the parameters such Normal Model, Model with soft storey, Model with floating column and Model with variation in storey height is considered. By considering all these parameter total 4 models for Static and Dynamic Conditions are created, all models were analyzed for the Seismic zone III. The Response of each RC frame with respect to others will be checked for Axial force, Shear Force, twisting moment, Bending Moment, Lateral displacement, and Base Shear. The behaviour of each RC frame with respect to others is describes with the help of figures.
Key Words:Horizontal & Vertical Irregularity,Re-entrant corners, Diaphragm flexibility, Fragility assessment, Hillside buildings, Progressive collapse.
🔒 This is a subscription article
Full text is available to subscribers and institutional members. Please choose an option below to access it.
SubscribePurchase this articleInstitutional / Login accessReferences
- Jishuai Wang at al. (2025) “Seismic fragility assessment for existing RC frames considering
- Sitong Fang et al. (2025) “Seismic behaviour of inter-storey isolation systems in super high-rise
- Yangzhou Wu et al. (2025) “Response spectrum method for seismic analysis of aboveground structure based on effective frequencies and modes of soil-structure interaction system” J- Soil Dynamics and Earthquake Engineering, Volume No. 196, Page No. 1-15.
- Nishant Sharma et al. (2025) “Influence of soil-pile foundation-structure interaction on the ductility capacity of RC buildings”J-Journal of Structures, Volume No. 77, Page No. 1-20.
- Gholamreza Keyvani Hafshejani et al. (2025) “Seismic response of neighboring irregular structures seated at different embedment depths considering soil-structure interaction”J-Journal of Structures, Volume No. 78, Page No. 1-15.
- Ibrahim Oz et al. (2025) “Mitigation measure using tuned mass dampers for torsional irregularity impact on seismic response of L-shaped RC structures with soil–structure interaction” J-Journal of Structures, Volume No. 79, Page No. 1-11.
- Liangkun Wang et al. (2024) “Seismic response control of tall building using semi-active tuned mass damper considering soil-structure interaction” J- Soil Dynamics and Earthquake Engineering, Volume No. 187, Page No. 1-17.
- Jishuai Wang et al. (2024) “Seismic structure-soil-structure interaction in typical RC frame structure groups on medium clay soil under code-specified earthquakes” J- Journal of Building Engineering, Volume No. 198, Page No. 1-16.
- Sunny Mishra and Avik Samanta (2023) “Seismic response of multi-storied building with shear wall considering soil-structure interaction in Patna, India” J-Journal of Structures, Volume No. 56, Page No. 1-23.
- Hamid Asadi-Ghoozhdi et al. (2022) “Seismic assessment of irregular RC frames with tall ground story incorporating nonlinear soil–structure interaction” J-Journal of Structures, Volume No. 41, Page No. 159-172.
- Davide Forcellini (2022) “Seismic fragility of tall buildings considering soil structure interaction (SSI) effects” J-Journal of Structures, Volume No. 45, Page No. 999-1011.
- Mohammad Seddiq Eskandari Nasab et al. (2021) “Soil-structure interaction effect on seismic retrofit of a soft first-story structure” J-Journal of Structures, Volume No. 32, Page No. 1553-1564.
- Luis Eduardo P´erez-Rocha et al. (2021) “Base isolation for mid-rise buildings in presence of soil-structure interaction” J- Soil Dynamics and Earthquake Engineering, Volume No. 151, Page No. 1-20.
- Yu Miao et al. (2020) “Seismic response of a subway station in soft soil considering the structuresoil-structure interaction”J- Tunnelling and Underground Space Technology, Volume No. 106, , Page No. 1-13.
- Behnam Shirkhanghah and Houshyar Eimani Kalehsar (2019) “The effect of soil-structure interaction on the along-wind response of high-rise buildings” ” J- Proceedings of the Institution of Civil Engineers - Structures and Buildings.
- IS: 1893: 2016 (Part-I) “Criteria for Earthquake Resistant Design of Structures” Bureau of Indian standards, New Delhi, India.
- IS-875: 2008 “Code of Practice for Design Loads' Bureau of Indian standards” New Delhi, India.
- IS: 456: 2000 “Code of Practice for Plain and Reinforced Concrete” Bureaus of Indian Standards, New Delhi.
How to cite this article
@article{GaidhaneDB2025,
author = {Dipak B Gaidhane and Shrutika S Sanghai},
title = {Influence of Soil-Structure Interaction on Seismic Response of Vertically Irregular Reinforced Concrete Frames},
journal = {International Journal of Geological and Geotechnical Engineering},
year = {2025},
volume = {11},
number = {02},
pages = {26--35},
url = {https://journalspub.com/publication/ijgge/article=22321}
}