Quasi-Static Monotonic and Cyclic Tests on Composite Spandrels
作者： Katrin Beyer , Alessandro Dazio
DOI: 10.1193/1.4000058
关键词:
摘要: In modern unreinforced masonry (URM) walls, the vertical piers are connected at story levels by reinforced concrete (RC) ring beams—also known as bond beams—or RC slabs. Particularly, in ou...
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earthquakespectra.org参考文章(7)
Sara Frumento, Guido Magenes, Paolo Morandi, Gian Michele Calvi, Interpretation of experimental shear tests on clay brick masonry walls and evaluation of q-factors for seismic design IUSS Press. ,(2009)
Katrin Beyer, Alessandro Dazio, Ahmad Abo-El-Ezz, Quasi-static cyclic tests on different types of masonry spandrels IBK Bericht. ,vol. 327, ,(2010) , 10.3929/ETHZ-A-006238404
M. J. Kowalsky, Gian Michele Calvi, Displacement-based seismic design of structures ,(2007)
G. Milani, K. Beyer, A. Dazio, Upper bound limit analysis of meso-mechanical spandrel models for the pushover analysis of 2D masonry frames Engineering Structures. ,vol. 31, pp. 2696- 2710 ,(2009) , 10.1016/J.ENGSTRUCT.2009.06.015
T A Colgrove, W F Chen, DOUBLE-PUNCH TEST FOR TENSILE STRENGTH OF CONCRETE Transportation Research Record. ,(1974)
Katrin Beyer, Alessandro Dazio, Ahmad Abo El Ezz, Experimental investigation of the cyclic behaviour of unreinforced masonry spandrels Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering. ,(2010)
G Magenes, A METHOD FOR PUSHOVER ANALYSIS IN SEISMIC ASSESSMENT OF MASONRY BUILDING PROCEEDING OF WORLD CONFERENCE ON EARTHQUAKE ENGINEERING. pp. 1866- 1866 ,(2000)