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A Conceptual Design Approach of Coupled Shear Walls

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dc.contributor.author Bhunia, Dipendu
dc.date.accessioned 2022-12-16T02:57:08Z
dc.date.available 2022-12-16T02:57:08Z
dc.date.issued 2013
dc.identifier.uri http://dx.doi.org/10.1155/2013/161502
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7881
dc.description.abstract The growth of population density and shortage of land in urban areas are two major problems for all developing countries including India. In order to mitigate these two problems, the designers resort to high-rise buildings, which are rapidly increasing in number, with various architectural configurations and ingenious use of structural materials. However, earthquakes are the most critical loading condition for all landbased structures locatedinthe seismically active regions. The Indian subcontinent is divided into different seismic zones as indicated by IS 1893 (Part 1) [1], facilitating the designer to provide adequate protection against earthquake. A recent earthquake in India on January 26th, 2001 caused considerable damage to a large number of RCC high-rise buildings (number of storey varies from 4 to 15) and tremendous loss of life. The reasons were (a) most of the buildings had soft and weak ground storey that provided open space for parking, (b) poor quality of concrete in columns, and (c) poor detailing of the structural design (http://www.nicee.org/eqeiitk/ uploads/EQR Bhuj.pdf). en_US
dc.language.iso en en_US
dc.publisher Hindawi Publishing Corporation en_US
dc.subject Civil Engineering en_US
dc.subject Coupled Shear Walls en_US
dc.title A Conceptual Design Approach of Coupled Shear Walls en_US
dc.type Article en_US


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