scholarly journals Soil Structure Interaction in High-Rise Buildings for Dynamic Loads

2022 ◽  
pp. 153-156
Author(s):  
Kamale G ◽  
Satheeshkumar K R P
Keyword(s):  
Soil Structure ◽  
The Body ◽  
Dynamic Loads ◽  
Soil Structure Interaction ◽  
Engineering Practice ◽  
Building Structures ◽  
Structure Interaction ◽  
High Rise ◽  
Body Of Knowledge ◽  
Soil Structures

Soil-structure interaction(SSI) analysis is the study of the dynamic response of a structure as influenced by the interaction with the surrounding soil. The SSI response is sensitive to the characteristics of the soil, structures, and ground motion, as well as the depth of embedment. The concept of soil-structure interaction was introduced , and the research methods were discussed. This report presents a synthetic of the body of knowledge contained in SSI literature, which has been distilled into a concise narrative and harmonized under a consistent set of variables and units. Specific techniques are described by which SSI phenomena can be simulated in engineering practice, and recommendations for modeling seismic soil-structure interaction effects on building structures are provided. An attempt was made to summarize the all terms in this area of study.

Soil-Structure Interaction for Building Structures

2021 ◽  
Vol 9 (8) ◽  
pp. 2248-2253
Author(s):  
Suhaib Anwar
Keyword(s):  
Soil Structure ◽  
Mathematical Problem ◽  
Dynamic Loads ◽  
Soil Structure Interaction ◽  
Building Structures ◽  
High Rise ◽  
Gross Error ◽  
Different Types ◽  
Fixed Base ◽  
New City

Abstract: In the analysis of structures subjected to earthquake forces, it is usually assumed that the structure is fixed at the base to simplify the mathematical problem. This assumption leads to gross error in assessment of overall response under dynamic loads. The interaction phenomenon is principally affected by the mechanism of energy exchanged between the soil and the structure during an earthquake. In the present investigation, a multi-storied building which is located in Amaravati is chosen as the study area which consists of different types of soil / rock profiles at different locations. Many high rise structures are expected in future in the new city. Earthquake analysis is carried out when similar structure rests on different types of soils and the results of fundamental time periods, base shears and displacements are compared with the results obtained from fixed base condition.

Analysis of Asymmetric High-Rise Building

2017 ◽  
Vol 738 ◽  
pp. 120-129
Author(s):  
Olga Ivankova ◽  
Marian Stellmach ◽  
Lenka Konecna
Keyword(s):  
Dynamic Analysis ◽  
Soil Structure ◽  
Applied Load ◽  
Soil Structure Interaction ◽  
Static And Dynamic Analysis ◽  
Structure Interaction ◽  
High Rise ◽  
High Rise Building ◽  
Seismic Area ◽  
Two Alternatives

This paper deals with static and dynamic analysis of asymmetric high-rise building. Two alternatives have been analysed – without dilatation and with dilatation. Then, the influence of the dilatation was discussed. The building was located in 4th seismic area in Slovakia (Bratislava). The description of the building, applied load, considered soil-structure interaction, created calculating models, used analysis and obtained results are mentioned here. The conclusions and the photos of defective repairs of real structures are depicted at the end of the paper.

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