SEISMIC BEHAVIOR OF PARTIALLY PRESTRESSED CONCRETE PIERS
نویسندگان
چکیده
منابع مشابه
Ductility of Prestressed and Partially Prestressed Concrete Beam Sections
D analyses of structures responding elastically to ground motions recorded during severe earthquakes have shown that the theoretical response inertia loads are generally significantly greater than the static design lateral loads recommended by codes. Hence, structures designed for the lateral earthquake loads recommended by codes can only survive severe earthquakes if they have sufficient ducti...
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................................................................................................................................. i Dedication........................................................................................................................... iii Acknowledgements............................................................................................................. i...
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ژورنال
عنوان ژورنال: Doboku Gakkai Ronbunshu
سال: 2001
ISSN: 0289-7806,1882-7187
DOI: 10.2208/jscej.2001.669_27