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A Failure Hypothesis for Masonry Shearwalls
Various failure hypotheses for wall panels subjected simultaneously to diagonal compressive load and to vertical compressive edgeload are compared with the results of thirty-two tests on four types of brick masonry walls which were published elsewhere. It is concluded that failure can occur by joint separation or by splitting. A failure hypothesis is advanced which is shown to be in good agreement with the test results examined.
A Failure Hypothesis for Masonry Shearwalls
Various failure hypotheses for wall panels subjected simultaneously to diagonal compressive load and to vertical compressive edgeload are compared with the results of thirty-two tests on four types of brick masonry walls which were published elsewhere. It is concluded that failure can occur by joint separation or by splitting. A failure hypothesis is advanced which is shown to be in good agreement with the test results examined.
A Failure Hypothesis for Masonry Shearwalls
F. Y. Yokel (Autor:in) / S. G. Fattal (Autor:in)
1975
39 pages
Report
Keine Angabe
Englisch
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