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To Compare Seismic Response of RC Frame with Raft Footing Considering Different Soil Types using Sap2000

Journal: GRD Journal for Engineering (Vol.001, No. 1)

Publication Date:

Authors : ; ; ; ;

Page : 332-338

Keywords : Building; Loads; Performance; Raft Foundation; Soil;

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Abstract

One common type of multi-storeyed building having raft foundation resting on different type of soil i.e. soft soil, medium hard soil, hard soil. This multi-storeyed building compared with seismic parameter using software aid. And an attempt is made here to compare seismic parameter on multi storeyed building having raft foundation resting on three different type of soil i.e. hard soil, medium hard soil, and soft soil. And also made to understand the effect of soil flexibility on the performance of building frames resting on raft foundation. Our project involves comparative study of seismic parameter of multistoried building having raft foundation with different soil type using very latest designing software SAP2000. The building is subjected to both the vertical loads as well as horizontal loads. The vertical loads consist of dead load of structural components such as beam, column, slab etc. The horizontal load consist of seismic load. Thus these multistoried will be design for live load, dead load, as per IS 456-2000 and seismic load as per IS 18930-1993 and other than earthquake design load as per IS 875 (part-1, 2, 3). The building will be analyzed for the maximum and a minimum bending moment and shear force by using software SAP2000. Citation: Mitan Kathrotiya, Shree Swami Atmanand Saraswati Institute Of Technology, Surat; Jigar Lakhanakiya ,Shree Swami Atmanand Saraswati Institute Of Technology, Surat; Vivek Savsaviya ,Shree Swami Atmanand Saraswati Institute Of Technology, Surat; Dhrumal Kanpariya ,Shree Swami Atmanand Saraswati Institute Of Technology, Surat, Gujarat, India . "To Compare Seismic Response of RC Frame with Raft Footing Considering Different Soil Types using Sap2000." Global Research and Development Journal For Engineering : 332 - 338.

Last modified: 2016-12-18 04:11:00