| contributor author | Anastasopoulos | |
| contributor author | Gelagoti | |
| contributor author | Spyridaki | |
| contributor author | Sideri | |
| contributor author | Gazetas | |
| date accessioned | 2017-05-08T21:48:16Z | |
| date available | 2017-05-08T21:48:16Z | |
| date copyright | January 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0001029.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62829 | |
| description abstract | Rocking isolation is a relatively new design paradigm advocating the intense rocking response of the superstructure as a whole, instead of flexural column deformation. This is accomplished through intentionally underdesigning the foundation to guide plastic hinging below the ground surface rather than in the columns. A 2-story, 2-bay asymmetric frame is used to explore the effectiveness of this novel design approach. Finite-element dynamic analyses are performed using as seismic excitation idealized pulses and 20 real accelerograms, taking into account material (soil and superstructure) and geometric (uplifting and | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Rocking Isolation of an Asymmetric Frame on Spread Footings | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0001012 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 001 | |
| contenttype | Fulltext | |
