A Study on Shear Connector Performance Estimation for Plan Extension of RC Apartment Structures
Author(s) -
Dong Baek Kim
Publication year - 2015
Publication title -
journal of the korean society of safety
Language(s) - English
Resource type - Journals
eISSN - 2383-9953
pISSN - 1738-3803
DOI - 10.14346/jkosos.2015.30.2.27
Subject(s) - structural engineering , precast concrete , dowel , apartment , slab , engineering , shear wall , computer science , civil engineering
Nowadays, remodeling cases for some apartment like Hyundai through the support of government are reported. Conventionally, balcony and aisle are extended for additional private area or balcony which is supported by new frame is extended. In extension work at site, dowel bar is conventionally inserted in old concrete slab for connection with old and new slab, however, an examination for structural safety is rarely performed prior to construction, if ever, vertical load is only considered for structural analysis. When conventionally connected structures are exposed to earthquake, the old and new structures have individual earthquake behavior with different mode, which may lead the elimination of resistance to earthquake in new structures. As of this reason, new detailing connection system which can have light weight and sufficient ductility performance is developed for application to domestic extension works. Additionally, user manual and specification are also developed for fertilization of application for the developed technology.
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