A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seismic Performance Experimental Research of Added Ring-Beams and Tie-Columns Masonry Structure
To research seismic performance of the strengthened masonry structure, the two stories masonry structure housing model with added ring-beams and tie-columns was designed and made in this paper. By inputting acceleration time-history curve of rarely earthquake of Intensity 7, the seismic response of acceleration, speed, restoring force and displacement of the strengthened masonry structure were obtained through the pseudo-dynamic test when rarely earthquake of Intensity 7 occurred. The reinforcement strain time-history curves of tie-columns root and beam-column junction were tested, then the restoring force-displacement curve of the structure was obtained. By method of pseudo-static test, the strengthened masonry structure of the ultimate limit bearing capacity, limit deformation were obtained, the cracking part and developing process were observed. Finally, comparing the data in this test with that test result of the ring-beams and tie-columns masonry structure designed based on current codes; analyzed seismic performance of the strengthened masonry structure when rarely earthquake of Intensity 7 occurred.
Seismic Performance Experimental Research of Added Ring-Beams and Tie-Columns Masonry Structure
To research seismic performance of the strengthened masonry structure, the two stories masonry structure housing model with added ring-beams and tie-columns was designed and made in this paper. By inputting acceleration time-history curve of rarely earthquake of Intensity 7, the seismic response of acceleration, speed, restoring force and displacement of the strengthened masonry structure were obtained through the pseudo-dynamic test when rarely earthquake of Intensity 7 occurred. The reinforcement strain time-history curves of tie-columns root and beam-column junction were tested, then the restoring force-displacement curve of the structure was obtained. By method of pseudo-static test, the strengthened masonry structure of the ultimate limit bearing capacity, limit deformation were obtained, the cracking part and developing process were observed. Finally, comparing the data in this test with that test result of the ring-beams and tie-columns masonry structure designed based on current codes; analyzed seismic performance of the strengthened masonry structure when rarely earthquake of Intensity 7 occurred.
Seismic Performance Experimental Research of Added Ring-Beams and Tie-Columns Masonry Structure
Applied Mechanics and Materials ; 368-370 ; 1747-1755
2013-08-30
9 pages
Article (Journal)
Electronic Resource
English
Seismic Performance Experimental Research of Added Ring-Beams and Tie-Columns Masonry Structure
| British Library Conference Proceedings | 2013
| British Library Online Contents | 2011
Performance of Reinforced Masonry Ring - Beams
| British Library Conference Proceedings | 2007
Upgrading seismic performance of reinforced masonry columns using CFRP wraps
| British Library Conference Proceedings | 2010