Experimental Study on a Self-Centering Earthquake-Resistant Masonry Pier with a Structural Concrete Column
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چکیده
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a modified quasi-static model with lateral stiffness deterioration mechanism for self-centering concrete pier
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ژورنال
عنوان ژورنال: Advances in Materials Science and Engineering
سال: 2017
ISSN: 1687-8434,1687-8442
DOI: 10.1155/2017/6379168