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Failure by out of plane buckling was found to occur at a relatively small lateral load, after the buckled region has been subjected in a proceeding cycle to very large inelastic tensile strains. While all units exhibited good energy dissipation properties, failure in the majority of cases occurred suddenly when concrete compression strains resulting from large ductility demands became excessive in the unconfined regions of the wall section. Of critical parts of the flexural compression zones of wall sections that may be subjected during an earthquake to

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The mechanism of out of plane instability and the adequacy of existing code provisions with respect to the confinement The primary aim of the study was to investigate Lateral shear load and variable axial compression, is reported.

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The behaviour of four approximately 1/4 full size reinforced concrete structural wall models, subjected to cyclic Preliminary findings suggest that the current Canadian masonry design standard h/t limits may be potentially conservative if used alone to assess the out-of-plane stability of RMSWs. In addition, a discussion regarding key factors found to affect the out-of-plane stability of RMSWs is presented.

Detailed qualitative and quantitative test results are summarized in this paper. The tests were conducted by applying a displacement-controlled loading protocol at the top of each specimen, without restraining the in-plane rotational degree of freedom, until the lateral load-carrying capacity of the specimen was reduced to 60% of its peak capacity. For the second phase of the program, which is presented in this paper, the evaluation was carried out by experimental testing of five slender full-scale RMSW specimens with varying h/t and height-to-length aspect ratios, reinforcement ratio, detailing, and applied axial precompression stress level.

The objective of this study was to evaluate the adequacy of the out-of-plane stability provisions specified in the Canadian masonry design standard, which are currently in the form of height-to-thickness (h/t) limits.

De uma questo momento in poi il programma potrà essere avviato usando esclusivamente d'icona creata sul desktop da Time Stopper.This paper presents the results of a multiphase research program aimed at investigating the out-of-plane stability of slender reinforced masonry shear walls (RMSWs) under in-plane reversed-cyclic loading.

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