Probabilistic evaluation of seismic performance of 3 story 3D one and two way steel moment frame structures.
This paper presents the results of a probabilistic evaluation of the seismic performance of 3D steel moment frame structures. Two types of framing system are considered : one-way frames typical of construction in the United States and two way frames typical of construction in Japan. For each framing...
Published in: | Earthquake engineering & structural dynamics. 37, 5 (2008). |
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Format: | Article |
Language: | English |
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