| contributor author | John W. van de Lindt | |
| contributor author | Shiling Pei | |
| contributor author | Steven E. Pryor | |
| contributor author | H. Shimizu | |
| contributor author | H. Isoda | |
| date accessioned | 2017-05-08T21:59:08Z | |
| date available | 2017-05-08T21:59:08Z | |
| date copyright | October 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000261.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68112 | |
| description abstract | In July 2009, a full-scale midrise light-frame wood apartment building was subjected to a series of earthquakes at the world’s largest shake table in Miki, Japan. This article focuses on the test results of that full-scale six-story light-frame wood building. The objectives of the testing program were to (1) demonstrate that the performance-based seismic design procedure developed as part of the NEESWood project worked on the full-scale building, i.e., validate the design philosophy to the extent one test can and (2) gain a better understanding of how midrise light-frame wood buildings respond, in general, to a major earthquake while providing a landmark data set to the seismic engineering research community. The building consisted of | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Seismic Response of a Full-Scale Six-Story Light-Frame Wood Building | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000222 | |
| tree | Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 010 | |
| contenttype | Fulltext | |
