| contributor author | P. B. Shing | |
| contributor author | A. S. Javadian-Gilani | |
| contributor author | S. A. Mahin | |
| date accessioned | 2017-05-08T23:17:32Z | |
| date available | 2017-05-08T23:17:32Z | |
| date copyright | September, 1984 | |
| date issued | 1984 | |
| identifier issn | 0195-0738 | |
| identifier other | JERTD2-26400#319_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/98287 | |
| description abstract | The inelastic seismic behavior of an X-braced, tubular steel frame is studied experimentally by means of pseudodynamic testing. The pseudodynamic method, which utilizes a numerical algorithm in the on-line computer control of a test specimen, can realistically simulate the seismic response of a structural model. This paper presents a brief outline of the experimental procedure and the results of the tubular frame tests, including the global responses, the inelastic energy-dissipation capabilities, and the failure mechanism of the frame at various excitation levels. Correlation of these results with previous experimental studies illustrates the feasibility and accuracy of the new test method. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Evaluation of Seismic Behavior of a Braced Tubular Steel Structure by Pseudodynamic Testing | |
| type | Journal Paper | |
| journal volume | 106 | |
| journal issue | 3 | |
| journal title | Journal of Energy Resources Technology | |
| identifier doi | 10.1115/1.3231060 | |
| journal fristpage | 319 | |
| journal lastpage | 328 | |
| identifier eissn | 1528-8994 | |
| keywords | Steel | |
| keywords | Testing | |
| keywords | Structural frames | |
| keywords | Energy dissipation | |
| keywords | Algorithms | |
| keywords | Failure mechanisms AND Computer control | |
| tree | Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 003 | |
| contenttype | Fulltext | |
