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Effect of Soil Structure Interaction on Seismic Response of Buildings
Large human causalities and huge economic loss occur due to structural damages which are the result of the earthquake. The greater part of the structural designing structures includes basic component of the structure which has direct contact with ground. When the earthquake forces strike on the structures, we saw that both ground and structural displacement is related to each other. The procedure in which reaction of the soil impacts the movement of structure and the movement of structure impacts the reaction of the soil is known as soil structure interaction. Our main aim is to study about the seismic demand of structure which lies in zone IV. For superstructure (G+3) basic normal building is considered for seismic analysis. To study the effect of soil structure interaction medium type soil is used. The aggregate work is partitioned into two sections. In the initial segment, the analysis is done manually in which some techniques are utilized in assessment of seismic demand of moment resisting frame buildings and in the second part the analysis is performed by the E.TAB software. The extra need has given on manual earthquake investigation. Results show the difference in displacement values for both with soil model and without soil model. The displacements are lesser in without soil condition. The model requires more seismic demand in with soil condition due to more seismic response.
Effect of Soil Structure Interaction on Seismic Response of Buildings
Large human causalities and huge economic loss occur due to structural damages which are the result of the earthquake. The greater part of the structural designing structures includes basic component of the structure which has direct contact with ground. When the earthquake forces strike on the structures, we saw that both ground and structural displacement is related to each other. The procedure in which reaction of the soil impacts the movement of structure and the movement of structure impacts the reaction of the soil is known as soil structure interaction. Our main aim is to study about the seismic demand of structure which lies in zone IV. For superstructure (G+3) basic normal building is considered for seismic analysis. To study the effect of soil structure interaction medium type soil is used. The aggregate work is partitioned into two sections. In the initial segment, the analysis is done manually in which some techniques are utilized in assessment of seismic demand of moment resisting frame buildings and in the second part the analysis is performed by the E.TAB software. The extra need has given on manual earthquake investigation. Results show the difference in displacement values for both with soil model and without soil model. The displacements are lesser in without soil condition. The model requires more seismic demand in with soil condition due to more seismic response.
Effect of Soil Structure Interaction on Seismic Response of Buildings
Lecture Notes in Civil Engineering
Choudhary, Awdhesh Kumar (Herausgeber:in) / Mondal, Somenath (Herausgeber:in) / Metya, Subhadeep (Herausgeber:in) / Babu, G. L. Sivakumar (Herausgeber:in) / Shekhar, Sudhanshu (Autor:in) / Tripathi, Shivam Mani (Autor:in) / Ram, Shri (Autor:in)
13.07.2021
10 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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