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Titlebook: Seismic Assessment and Rehabilitation of Existing Buildings; S. Tanvir Wasti,Guney Ozcebe Conference proceedings 2003 Springer Science+Bus

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Seismic Assessment and Rehabilitation of Existing Buildings978-94-010-0021-5Series ISSN 1568-1238
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https://doi.org/10.1007/978-94-010-0021-5earthquake; finite element method; seismic; stochastic processes; structure
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Parameters Affecting Damageability of Reinforced Concrete Members,tion of all significant parameters that affect the damageability of RC components. Analytical investigations for columns and beams are presented for a broad range of parameters, emphasizing on their effect on the structural damage. These results will then be used to develop damage curves that are expressed in terms of the inter story drift ratio.
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The Velocity of Displacement,and relating it directly to a design displacement spectrum. It is also argued that the “cracked-section” concept for determining stiffness of reinforced concrete structures may be realistic for gravity loading but is not for earthquake effects.
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Experimental Research on Vulnerability and Retrofitting of Old-Type RC Columns Under Cyclic Loading of layers of the fibre reinforced polymers and the extent of the area of application of fibre reinforced polymers. Test results showed that jacketing is a very effective way of enhancing the deformation capacity of columns.
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