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Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame

Half-scaled reinforced concrete frame of two storeys and two bays with unreinforced masonry (URM) infill walls was subjected to base excitation on a shake table for seismic performance evaluation. Considering the high seismic hazard Zone IV of Pakistan, reinforcement detailing in the RC frame is pro...

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שמור ב:
מידע ביבליוגרפי
Principais autores: Syed Azmat Ali Shah, Junaid Shah Khan, Syed Muhammad Ali, Khan Shahzada, Waqar Ahmad, Junaid Shah
פורמט: Artigo
שפה:Inglês
יצא לאור: Wiley 2019-01-01
סדרה:Advances in Civil Engineering
גישה מקוונת:http://dx.doi.org/10.1155/2019/7670813
תגים: הוספת תג
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