In this study, a probabilistic procedure for the performance-based design of tall buildings subject to wind actions is illustrated and applied to an example case: the assessment of the occupant comfort requirement for a 74 storey building. The occupant comfort is related to the perception of building vibrations under wind actions. The central objective of the procedure is the assessment of the adequacy of the structure through the probabilistic description of a set of Decision Variables (DVs): a DV is a measurable attribute that represents a specific structural performance. In the example case, DV is the peak value of the across-wind acceleration at the top of the building, and the risk is conventionally expressed by the probability that DV exceeds proper threshold values, defined as a function of the fundamental period of vibration of the structure. © 2011 Taylor & Francis Group, London.
Performance-based design of structures under Aeolian Hazard / Ciampoli, Marcello; Petrini, Francesco. - ELETTRONICO. - Paper on CD-ROM:(2011), pp. 899-906. ((Intervento presentato al convegno 11th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP tenutosi a Zurich; Switzerland nel 1 August 2011 through 4 August 2011 [10.1201/b11332-136].
Performance-based design of structures under Aeolian Hazard
CIAMPOLI, Marcello;PETRINI, Francesco
2011
Abstract
In this study, a probabilistic procedure for the performance-based design of tall buildings subject to wind actions is illustrated and applied to an example case: the assessment of the occupant comfort requirement for a 74 storey building. The occupant comfort is related to the perception of building vibrations under wind actions. The central objective of the procedure is the assessment of the adequacy of the structure through the probabilistic description of a set of Decision Variables (DVs): a DV is a measurable attribute that represents a specific structural performance. In the example case, DV is the peak value of the across-wind acceleration at the top of the building, and the risk is conventionally expressed by the probability that DV exceeds proper threshold values, defined as a function of the fundamental period of vibration of the structure. © 2011 Taylor & Francis Group, London.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.