Mohamed, W. (2014). SEISMIC CAPACITY OF RC HOLLOW BLOCK SLAB BUILDING AND RETROFITTING SYSTEMS. JES. Journal of Engineering Sciences, 42(No 3), 629-651. doi: 10.21608/jesaun.2014.115015
Waleed Abo El-Wafa Mohamed. "SEISMIC CAPACITY OF RC HOLLOW BLOCK SLAB BUILDING AND RETROFITTING SYSTEMS". JES. Journal of Engineering Sciences, 42, No 3, 2014, 629-651. doi: 10.21608/jesaun.2014.115015
Mohamed, W. (2014). 'SEISMIC CAPACITY OF RC HOLLOW BLOCK SLAB BUILDING AND RETROFITTING SYSTEMS', JES. Journal of Engineering Sciences, 42(No 3), pp. 629-651. doi: 10.21608/jesaun.2014.115015
Mohamed, W. SEISMIC CAPACITY OF RC HOLLOW BLOCK SLAB BUILDING AND RETROFITTING SYSTEMS. JES. Journal of Engineering Sciences, 2014; 42(No 3): 629-651. doi: 10.21608/jesaun.2014.115015
SEISMIC CAPACITY OF RC HOLLOW BLOCK SLAB BUILDING AND RETROFITTING SYSTEMS
Associate professor, Civil Engineering Department, Faculty of Engineering, Assiut University, Assiut, Egypt.
Abstract
Retrofitting the seismically deficient structures before earthquakes provides a feasible approach to improve their load carrying capacity and reducing their vulnerability. This study presents an analytical assessment investigation on hollow block slab reinforced concrete building. The building is not designed according to seismic standards; moreover, hollow block slab systems may lack the sufficient lateral seismic resistance. Different retrofitting systems to enhance the seismic capacity of the target building are proposed and evaluated. These systems include strengthening the columns with reinforced concrete jackets or using internal shear walls or introducing steel chevron bracing. The target building before and after retrofitting is analyzed either as bare frames or considering masonry infill walls with different parameters. The three dimensional nonlinear pushover analysis procedures are used in evaluating the seismic performance of the original building and the retrofitted ones. The demand response spectra proposed by the Egyptian Code of Loads, ECOL 201, 2012 edition, for different seismic zones with different soil properties are utilized in the evaluation. Real seven earthquakes response spectra with maximum-scaled spectrum acceleration close to the one calculated for Cairo city are also applied. It is found that the original target building, before retrofitting, fails to fulfill the demands of neither many of the ECOL response spectra nor many of the applied real earthquakes. All the proposed retrofitting systems succeed in highly enhancing the seismic capacity of the original building. Considering masonry infill walls in the analysis has a crucial role on the seismic performance of the original building, the retrofitting systems can, due to the increase in the lateral strength, limit this effect.
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