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...

Deskribapen osoa

Xehetasun bibliografikoak
Argitaratua izan da:Earthquake engineering & structural dynamics. 37, 5 (2008).
Egile nagusia: Tagawa, Hiroyuki
Formatua: Artikulua
Hizkuntza:English
Gaiak: