Review on the rocking wall systems as a self-centering mechanism and its interaction with floor diaphragm in precast concrete structures
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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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PRECAST CONCRETE SHEAR WALL CONNECTIONS USED FOR lYIEDIUM AND HIGHRISE STRUCTURES
The precast concrete shear wall system is becoming very popular in North America for low, medium, and highrise construction due to the economical advantages possible with the ease and speed of assembly, and the high quality of the precast panels. The connections between panels are extremely important since they affect both the speed of erection and the overall integrity of the structure. This p...
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ژورنال
عنوان ژورنال: Latin American Journal of Solids and Structures
سال: 2020
ISSN: 1679-7825,1679-7817
DOI: 10.1590/1679-78256115