Open AccessAnalytical Comparison of Structure with Reinforced Concrete Wall Against Lateral Load
Author(s) -
Mehul J. Bhavsar Prof.,
Digant A. Pastagia
Publication year - 2019
Publication title -
international journal of scientific research in science, engineering and technology
Language(s) - English
Resource type - Journals
eISSN - 2395-1990
pISSN - 2394-4099
DOI - 10.32628/cseit2064122
Subject(s) - structural system , structural engineering , structural load , reinforced concrete , slab , frame (networking) , ground floor , structural integrity , moment (physics) , size effect on structural strength , computer science , engineering , civil engineering , mechanical engineering , physics , classical mechanics
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.