Encontrados 6 documentos, a visualizar página 1 de 1
Modelação por elementos finitos da solidificação e comportamento termo-mecânico...
Vila Real, Paulo Jorge de Melo Matias Faria deTese de doutoramento. Engenharia Mecânica. Faculdade de Engenharia. Universidade do Porto. 1993
Modelação por elementos finitos do comportamento térmico e termo-elástico de só...
Vila Real, Paulo Jorge de Melo Matias Faria deTese de mestrado. Engenharia Estrutural. Faculdade de Engenharia. Universidade do Porto. 1988
Numerical study of a steel sub-frame in fire
Santiago, Aldina; Silva, Luís Simões da; Real, Paulo Vila; Veljkovic, MilanSteel-framed buildings are generally designed with "simple" shear-resisting connections, and lateral forces are resisted by vertical bracing and shear walls. When a beam is considered then the effects of the longitudinal restraints by the adjacent structure and the rotational restraint by the connections has to be taken into account. Because of structural interaction, the beam behaviour at elevated temperature ...
A Framework for the Design and Implementation of Learning Objects: a Competence...
Direito, Inês; Oliveira, Miguel; Real, Paulo; Antunes, Pedro; Santos, Arnaldo; Duarte, A. Manuel de OliveiraThis paper presents a framework for the design and implementation of learning objects using a competence-based approach. This framework is illustrated by the development of a standalone Windows application (Trilho GOA) whose primary purpose is to create standardized pedagogical contents trough the aggregation and standardization of instructional resources in several formats that can be used later on a Learning ...
Post-limit stiffness and ductility of end-plate beam-to-column steel joints
Silva, L. Simões da; Santiago, Aldina; Vila Real, Paulohttp://www.sciencedirect.com/science/article/B6V28-454T650-3/1/443e289c3e00bc6a910cdfa50f086595
A component model for the behaviour of steel joints at elevated temperatures
Silva, L. Simões da; Santiago, Aldina; Vila Real, PauloRecent experimental evidence has shown that steel joints exhibit a distinct change in their moment-rotation response under increasing temperature. In terms of cold design, the component method is currently the widely accepted procedure for the evaluation of the various design values. It is the purpose of the present paper to extend the component method to the prediction of the response of steel joints under fir...
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