Análise de Vibrações em Pontes Rodoviárias Induzidas pelo Tráfego de Veículos sobre Pavimentos Irregulares

• Autor(a) principal: Almeida, Ricardo Santos de
• Data de Publicação: 2006
• Tipo de documento: Dissertação
• Idioma: por
• Título da fonte: Biblioteca Digital de Teses e Dissertações da UERJ
• Texto Completo: http://www.bdtd.uerj.br/handle/1/11526
• topic: Dynamical analysis; Highway bridges; Irregular pavement surface; Non-deterministic models; Computational modeling; Análise dinâmica; Pontes rodoviárias; Irregularidades da pista; Modelos não-determinísticos; Modelagem computacional; Pontes - Vibração; Modelos matemáticos; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL

In this investigation an analysis methodology is developed to evaluate the vehicle- structure response. A parametric study is carried to evaluate the dynamical effects, displacements and stresses, on highway bridge decks, due to vehicles crossing on rough pavement surfaces defined by a probabilistic model. The analysis methodology was considered following a statistical model, in the time domain. The mathematical model assumes a finite element representation of a beam like deck and the vehicle simulation uses concentrated parameters of mass, stiffness and damping. Four different models are developed in order to represent the vehicles. The vehicles are modeled as one axle, with one or two masses, and two and three axles, with three and four masses, respectively. All vehicles are simulated as mass-spring-damper systems and the degrees of freedom of these cars are defined as in plane vertical translations and rotations. The deck surface roughness is defined by a well known power spectrum probability density of road pavement profiles. The irregular pavement surface was defined like a weakly stationary and ergodic random process. The moving load is formed by an infinite succession of vehicles moving with constant velocity and equally spaced. Only steady-state response is considered. Response data are produced on concrete box girder elements assembled as simple beams, including cantilever spans. Conclusions are concerned with the fitness of the developed analysis methodology and the magnitude of the response amplification due to the surface irregularities.