Titlebook: Seismic Risk Assessment and Retrofitting; With Special Emphasi Alper Ilki,Faruk Karadogan,Ercan Yuksel Book 2009 Springer Science+Business

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Soft-Landing Base-Isolation System,the method is that the new column, which has the base-isolation system at its middle height, is attached to the existing column by the compression force with PC bars. The existing column will fail in shear during an earthquake, and then the building becomes to be base-isolated. One of the big advant

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Development of a New Precast Concrete Panel Wall System Incorporated with Energy Dissipative Dowel the structure yields and experiences damage without collapse under a catastrophic event. For newly built structures, ductility requirement can be achieved by providing special detailing where inelastic deformation expected. However, the situation is not straightforward and complex for the existing o

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Alternative Performance-Based Retrofit Strategies and Solutions for Existing RC Buildings,us prior to the introduction of modern seismic code provisions and capacity design principles, is no longer “just” an academic or scientific research statement, but it is eventually being recognized as a critical socio-political priority at international level. Similarly to what pursued for the desi

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Supplemental Vertical Support as a Means for Seismic Retrofit of Buildings,s, lose vertical load-carrying capacity as a result of lateral distortion. This chapter presents a conceptual strategy for retrofit comprising the installation of supplemental vertical supports to prevent collapse. This procedure utilizes a risk-based perspective based on recent research on the real

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How to Predict the Probability of Collapse of Non-Ductile Building Structures,ent of the collapse potential. The rigorous collapse predictions are based on modeling the deteriorating properties of structural elements with low ductility and predicting the collapse capacity for a given structural configuration and ground motion through incremental dynamic analysis. Consideratio

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Improved Infill Walls and Rehabilitation of Existing Low-Rise Buildings,y during a severe earthquake. Relying on the encouraging early test results, transforming a selected number of non-structural partitioning walls to structural walls has been considered as one of the realistic preventive measures if sufficient reliability is achieved both experimentally and theoretic

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