NDLI: Stiffness of unreinforced masonry walls subjected to static-cyclic shear

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Stiffness of unreinforced masonry walls subjected to static-cyclic shear

Content Provider	Scilit
Author	Mojsilović, N.
Copyright Year	2019
Description	One of the most challenging and still not satisfactorily solved issues in the design of structural masonry is the determination of the stiffness of the shear walls. Determining the correct stiffness is of the utmost importance, for example for the deformation-based design of masonry structures. Even more important is capturing the degradation of the stiffness due to cyclic loading. An assessment of such degradation has been made, based on the results obtained from the full-scale testing of unreinforced masonry walls subjected to in-plane static-cyclic loading. The present paper discusses the experimental results obtained and presents a relationship capable of describing the abovementioned degradation as a function of the applied (cyclic) horizontal displacement of the top edge of the wall. Further, it addresses the question of the influence of different parameters on the shear stiffness of unreinforced masonry walls and its degradation. Book Name: Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications
Related Links	https://content.taylorfrancis.com/books/download?dac=C2018-0-88325-0&isbn=9780429426506&doi=10.1201/9780429426506-290&format=pdf
Ending Page	1684
Page Count	6
Starting Page	1679
DOI	10.1201/9780429426506-290
Language	English
Publisher	Informa UK Limited
Publisher Date	2019-08-21
Access Restriction	Open
Subject Keyword	Book Name: Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications Civil Engineering Stiffness Cyclic Loading Structural Unreinforced Masonry Walls
Content Type	Text
Resource Type	Chapter

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