Analytical Comparison of Structure with Reinforced Concrete Wall Against Lateral Load
DOI:
https://doi.org//10.32628/CSEIT2064122Keywords:
Structural system, high rise building, RC structural wall, IS 1893 part-I, ETABSAbstract
Buildings are generally designed to withstand against gravity load for expected life and resist extent of lateral loads by satisfying the codal provision. Main objective of structural elements is to transfer the load safely to the ground, which depends on structural system adopted. Generally, structural system can be adopted depending on the demand of client/building needs/use of structure, environmental condition, performance optimization, economic condition etc. For high rise building moment resisting frame system, structural wall systems, dual system, flat slab-structural wall systems can be employed. A residential ground with ten upper floors high rise building situated in zone-III has been taken under reference, where MRF with RC structural wall system is used. Structural parameters are compared in the study for various location and orientation of RC wall. Linear static and dynamic analysis is performed on the structure based on the IS 1893 Part-I on ETABS software.
References
- Shear wall design manual, computers and structures, CSI
- Medhakar, M.S. and Jain, S.K., 1993, Seismic behaviour design and detailing of RC shear wall, part II: Designing and detailing, The Indian Concrete Journal.
- Taranath, B.S., structural analysis and design of tall buildings (McGraw-Hill book company)
- IS 1893-2002 and 2016 (part I), criteria for earthquake resistance design of structures, General provisions and buildings, BIS, New Delhi.
- IS 456-2000, Plain and reinforced concrete, code of practice, BIS, New Delhi.
- IS 13920-2016, Ductile Detailing of Reinforced concrete structures subjected to seismic forces, BIS, New Delhi.
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