Improvement of the interaction formulae for beam columns in Eurocode 3

Autor: Boissonnade, N, Jaspart, J.-P, Muzeau, J.-P, Villette, M

Publikováno v: In Computers and Structures 2002 80(27):2375-2385

Actions due to volcanic eruptions: COST C26: Urban Habitat Constructions under Catastrophic Events

Autor: Muzeau, J. P., Talon, A., Thouret, J. C., Rossetto, T., Indirli, M., FAGGIANO, BEATRICE, DE GREGORIO, DANIELA, ZUCCARO, GIULIO

Publikováno v: CRC Press/Balkema, 2010, 978-0-415-60685-1

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::d4e9705a4d0c7570748810f24a1038ff
https://uca.hal.science/hal-04043829/file/ACTI-2010-c.pdf

Analytical formulation for the deformations of I-shapes and RHS at the plastic strain ultimate limit state

Autor: Baptista, A. M., Muzeau, J. P.

Publikováno v: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Agência para a Sociedade do Conhecimento (UMIC)-FCT-Sociedade da Informação
instacron:RCAAP

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Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::f000b9a93ffa29b60290ca116354ce89
http://repositorio.lnec.pt:8080/jspui/handle/123456789/17358

Formulação analítica de um elemento de barra para o cálculo elastoplástico de estruturas de aço porticadas planas

Autor: Baptista, A. M., Muzeau, J. P.

O presente trabalho apresenta as bases do desenvolvimento de um modelo analítico para o cálculo dos deslocamentos (rotação, flecha e deslocamento axial) numa secção transversal qualquer de uma viga de aço submetida a uma força axial constante

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3842::d9092b24e04080fa3f6d5d2466ac9438
http://repositorio.lnec.pt:8080/jspui/handle/123456789/17367

Evaluation of the elastic critical load of tapered columns with circular or square hollow sections

Autor: Baptista, A. M., Muzeau, J. P.

This paper presents a method of evaluation of the elastic critical load of tapered members with circular and square cross-sections, under simple compression. The cross-sections of these members may be full solid or hollow, with constant wall thicknes

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3842::8905d8b7b98cb679a917d57d8e32ad34
http://repositorio.lnec.pt:8080/jspui/handle/123456789/1001047