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 [...]
|