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Procedures for seismic characterization of traditional and modern wooden building types
The paper analyzes different wooden buildings types used in past and nowadays to realized Low-Rise and Mid-Rise timber structures from the seismic point of view. A preliminary overview about the procedures prescribed by codes for the seismic characterization of the timber building systems is given. Then the definition of the behaviour Q-Factor in the literature and its relevance in design of structures in seismic areas is treated. Available research methods for estimating the Q-Factor based on the verification of the nonlinear seismic response of entire buildings by means of experimental tests and numerical simulations are presented and analyzed. The relevance of a proper definition of the yielding limit and of failure condition in the seismic characterization of wooden building systems is treated. Moreover, a comparison between the Q-Factor estimations obtained using different calculation methods is presented. Lastly, the appropriate Q-Factor values are given for a reliable and safe seismic design of buildings realized using the examined wooden constructive systems.
Procedures for seismic characterization of traditional and modern wooden building types
The paper analyzes different wooden buildings types used in past and nowadays to realized Low-Rise and Mid-Rise timber structures from the seismic point of view. A preliminary overview about the procedures prescribed by codes for the seismic characterization of the timber building systems is given. Then the definition of the behaviour Q-Factor in the literature and its relevance in design of structures in seismic areas is treated. Available research methods for estimating the Q-Factor based on the verification of the nonlinear seismic response of entire buildings by means of experimental tests and numerical simulations are presented and analyzed. The relevance of a proper definition of the yielding limit and of failure condition in the seismic characterization of wooden building systems is treated. Moreover, a comparison between the Q-Factor estimations obtained using different calculation methods is presented. Lastly, the appropriate Q-Factor values are given for a reliable and safe seismic design of buildings realized using the examined wooden constructive systems.
Procedures for seismic characterization of traditional and modern wooden building types
CECCOTTI, ARIO (Autor:in) / MASSARI, MILENA (Autor:in) / POZZA, LUCA (Autor:in) / Ceccotti, Ario / Massari, Milena / Pozza, Luca
01.01.2016
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
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