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Taylor & Francis Ltd

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Seismic performance comparison between direct displacement-based and force-based design of a multi-span continuous reinforced concrete bridge with irregular column heights

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Canadian Journal of Civil Engineering, Vol. 41, Iss. 5, 2014-01 ,pp. : 440-449

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Displacement-based seismic design of regular reinforced concrete shear wall buildings

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Displacement-Based Design of an Energy Dissipating System for Seismic Upgrading of Existing Masonry Structures

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Comparing Sliding Block Procedures for Displacement-Based Design of Earth Structures in Light of Major Chilean Earthquakes

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