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Four, 1/2 scale shear wall test specimens were constructed and tested under cyclic lateral loading.
The test results were compared with past lightly RC wall test as a reference wall, which failed prematurely in shear reproducing the failure observed in the field.
The masonry unit wall test results clearly indicate that the blast resistance of clay brick masonry far exceeds that of aerated concrete block wall.
These constitutive models were then employed in structural analysis of previous large-scale steel plate shear wall test specimens, and the analysis results agreed well with the test data.
This paper presents an investigation of the wind conditions produced at the face of a curtain wall test specimen by a wind generator during a dynamic water penetration test.
In order to assess the efficacy of the proposed multiscale modeling strategy, some numerical simulations are presented, involving a medium-sized wall test subjected to combined shear and flexure loading conditions.
Similar(41)
Simplified energy based analytical models and close form solutions are used to evaluate the limiting quasi-static and impulsive over-pressure transient response of a composite wall test-chamber, which is validated and confirmed with experimental observations using controlled hydrogen combustion tests.
Brick wall testing represents a real life model and practical application (Figure 10).
The test results are compared to a reference wall tested previously in the same research project.
The project approach is outlined and selected results of full-scale shear wall testing are presented and discussed.
Finally, the wall modeling results, based on three types of connections, are compared with the corresponding full scale CLT wall tests results.
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