Search results for: TORSIONAL RESPONSE - Bridge of Knowledge

Search

Search results for: TORSIONAL RESPONSE

Best results in : Research Potential Pokaż wszystkie wyniki (19)

Search results for: TORSIONAL RESPONSE

  • Katedra Mechaniki Konstrukcji

    Research Potential

    Mechanika konstrukcji obiektów badawczych takich jak kadłuby statków i jachtów, platformy wiertnicze, elektrownie wiatrowe, rurociągi, zbiorniki oraz osprzęt żaglowy jednostek pływających - zarówno stalowe jak i kompozytowe.

  • Katedra Mechaniki Budowli

    Research Potential

    Aktualnie działalność naukowo-badawcza Katedry koncentruje się, na następujących zagadnieniach: modelowanie konstrukcji, identyfikacja modeli, mechanika konstrukcji cienkościennych, konstrukcje kompozytowe, nieliniowa statyka i dynamika, teoria niezawodności, problemy zniszczenia, optymalizacja konstrukcji, analiza wrażliwości, identyfikacja uszkodzeń konstrukcji, analiza wpływu drgań na budowlę, czy biomechanika.

  • Zespół Katedry Wytrzymałości Materiałów

    Katedra zajmuje się zagadnieniami związanymi z wytrzymałością elementów konstrukcji, ich teorią oraz analizą, jak również do myśli przewodnich należy zaliczyć materiałowe badania doświadczalne oraz prace nad technologią betonu. Współpracujemy z przemysłem z branż budowlanych i okołobudowlanych, wykorzystując wypracowane doświadczenie i wiedzę z zakresu materiałów konstrukcyjnych i budowlanych.

Best results in : Business Offer Pokaż wszystkie wyniki (1)

Search results for: TORSIONAL RESPONSE

Other results Pokaż wszystkie wyniki (35)

Search results for: TORSIONAL RESPONSE

  • Numerical Analysis of Seismic Pounding between Adjacent Buildings Accounting for SSI

    The structural pounding caused by an earthquake may damage structures and lead to their collapse. This study is focused on the pounding between two adjacent asymmetric structures with different dynamic properties resting on the surface of an elastic half-space. An exploration of the relationship between the effects of the seismic analysis with the impact response to the torsional pounding between adjacent buildings under different...

    Full text available to download

  • Strength analysis of container ship subjected to torsional loading

    Publication

    The objective of this work is to investigate the torsional response of a container ship, with particular consideration of the warping effect. Two different models are investigated. In the first case, the full length model of a ship is analyzed and a distributed load is applied with the use of a novel approach. The model is supported in the torsional centre of the cross-section, which is derived analytically. In the second case,...

    Full text to download in external service

  • Saint-Venant torsion based on strain gradient theory

    Publication

    In this study, the Saint-Venant torsion problem based on strain gradient theory is developed. A total form of Mindlin's strain gradient theory is used to acquire a general Saint-Venant torsion problem of micro-bars formulation. A new Finite Element formulation based on strain gradient elasticity theory is presented to solve the Saint-Venant torsion problem of micro-bars. Moreover, the problem is solved for both micro and macro...

    Full text to download in external service

  • Earthquake-Induced Pounding Between Asymmetric Steel Buildings

    Publication

    Earthquake-induced pounding between buildings has been the subject of numerous numerical and experimental studies in the resent years. The phenomenon may cause severe damage to structural elements as well as may also lead to the total collapse of colliding structures. A major reason leading to pounding between adjacent, insufficiently separated buildings results from the differences in their dynamic properties. The aim of this...

    Full text to download in external service

  • Earthquake-induced pounding between asymmetric steel buildings

    Publication

    Earthquake-induced pounding between buildings has been the subject of numerous numerical and experimental studies in the resent years. The phe-nomenon may cause severe damage to structural elements as well as may also lead to the total collapse of colliding structures. A major reason leading to pounding between adjacent, insufficiently separated buildings results from the differences in their dynamic properties. The aim of this...