A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author) / S. G. Fattal (author)
1975
39 pages
Report
No indication
English
Seismic response of multistorey framed shearwalls
| Online Contents | 1993
Behavior of Repaired Cyclically Loaded Shearwalls
| Online Contents | 2002
New SEAOC Design Provisions for Shearwalls
| British Library Conference Proceedings | 1993
Dynamic Tests on Reinforced Concrete Framed Shearwalls
| British Library Conference Proceedings | 1994