The Institute of Theoretical and Applied Mechanics 12 records found  1 - 10next  jump to record: Search took 0.05 seconds. 
1.
Masonry infills represent one of the prevailing types of non-structural elements in buildings of both Western and Eastern modern architecture. Recent seismic events have [...]
2.
Lowrise wood-frame structures represent the most frequently used construction type for residences in many earthquakeprone regions such as the United States, Japan, Canada [...]
3.
This paper summarizes a study aimed at evaluating damping ratios in buildings inferred from acceleration records obtained in instrumented buildings in California. The dat [...]
4.
Experience from past earthquakes has shown that light frame residential houses in the United States typically pose a low collapse risk, but they are susceptible to damage [...]
5.
Avoidance of collapse is the most important objective in earthquake resistant design, but assessing the probability of collapse of a structure during an earthquake is tec [...]
6.
A new design and construction approach is proposed to significantly improve the seismic performance of lightweight residential woodframe structures. We refer to this new [...]
7.
Soft soil sites have produced especially large lateral displacement demands that resulted in significant damage or collapse to medium and high rise buildings in past even [...]
8.
While light-frame residential structures generally provide a high degree of life safety, significant damage and financial losses can result from moderate and severe earth [...]
9.
A parametric study on the interaction between primary structure and secondary components is presented in this paper. A simplified model of multi-story buildings is used t [...]
10.
A response spectrum method to estimate peak floor acceleration demands of multi-story buildings subjected to multi story earthquakes and responding elastically is present [...]

The Institute of Theoretical and Applied Mechanics : 12 records found   1 - 10next  jump to record:
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8 Miranda, E.
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