Mechanical Behavior of a Double-Column Self-Centering Pier Fused with Shear Links
نویسندگان
چکیده
منابع مشابه
a modified quasi-static model with lateral stiffness deterioration mechanism for self-centering concrete pier
self-centering pier (scp) has been viewed as a remarkable accomplishment which is able to sustain major lateral loading with reduced structure damage in seismic engineering. stiffness deterioration observed in experiment is vital for the seismic performance of self-centering concrete pier. in this contribution, the associated stiffness deterioration with respect to the structural damage is mode...
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ژورنال
عنوان ژورنال: Applied Sciences
سال: 2019
ISSN: 2076-3417
DOI: 10.3390/app9122497