Assessment of Seismic Resistance of Conventional Wood-Frame Houses
| Autor: | Haijiang Chen, Hans Rainer, Chun Ni, Maurizio Follesa, Erol Karacabeyli, Xilin Lu |
|---|---|
| Přispěvatelé: | Ni C., Rainer H., Chen H., Lu X., Karacabeyli E., Follesa M., Ni, C., Rainer, H., Chen, H., Lu, X., Karacabeyli, E., Follesa, M. |
| Rok vydání: | 2006 |
| Předmět: |
Engineering
business.industry Seismic loading Stiffness Structural engineering Plan (drawing) Current (stream) Building codes Dynamic loads Natural frequencies Seismology Stiffness Wooden construction National Building Code of Canada Seismicresistance Seismic table motions Wood-frame house Housing medicine Table (landform) Earthquake shaking table Geotechnical engineering medicine.symptom business Seismic resistance |
| Zdroj: | Structures Congress 2006. |
| Popis: | While there exists a relatively large body of technical information for the engineered design of wood-frame buildings to resist seismic ground motions, the quantitative assessment of seismic resistance of conventional houses built by prescriptive requirements is less well understood. Forintek Canada Corp., in collaboration with other research and industry partners, has embarked on a research project to address this topic. This paper will report on the first phase of this project, the seismic shake table tests of a full-scale wood-frame building. The two-storey specimen, 6 m x 6 m in plan, was built on the seismic shake table at Tongji University in Shanghai, China, according to Part 9 of the 1995 National Building Code of Canada and shaken uni-directionally in each of the two principal directions. Three different seismic table motions were applied at increasing peak ground motion amplitudes up to 0.40 and 0.50 g. The specimen was repaired after the above sets of seismic table motions, and successive runs were conducted for increased door openings. Measurements included specimen accelerations, displacements and anchorage forces. Static stiffness of the specimen was measured at low force levels, and natural frequencies were measured after each seismic loading stage by applying low-level random excitation. The results presented consist of the capacity spectra of the shake table tests, changes in specimen stiffness and natural frequencies with increasing seismic loading. These results and those from other recent shake table tests elsewhere will be compared with simplified engineering calculations based on codified values of strength, and on that basis preliminary conclusions will be drawn on the adequacy of the current code provisions and design guides in Canada and the USA for conventional wood-frame construction. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|