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A contribution to moving force ident...

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A contribution to moving force identification in bridge dynamics

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	A contribution to moving force identification in bridge dynamics/ by Andrei Firus.
作者:	Firus, Andrei.
出版者:	Wiesbaden :Springer Fachmedien Wiesbaden : : 2023.,
面頁冊數:	xxxii, 335 p. :ill. (some col.), digital ;24 cm.
內容註:	Introduction -- Force identification methods - state of the art and research -- Fundamentals of bridge dynamics under moving loads -- Introduction to inverse problems -- Formulation of an inverse problem for moving force identification -- Numerical validation with simulated measurement data -- Experimental validation: railway bridge in operation -- Experimental validation: pedestrian bridge -- Conclusion and outlook.
Contained By:	Springer Nature eBook
標題:	Bridges - Design and construction. -
電子資源:	https://doi.org/10.1007/978-3-658-39838-5
ISBN:	9783658398385

A contribution to moving force identification in bridge dynamics
Firus, Andrei.

A contribution to moving force identification in bridge dynamics[electronic resource] /by Andrei Firus. - Wiesbaden :Springer Fachmedien Wiesbaden :2023. - xxxii, 335 p. :ill. (some col.), digital ;24 cm. - Mechanik, Werkstoffe und Konstruktion im Bauwesen,Band 652512-3246 ;. - Mechanik, Werkstoffe und Konstruktion im Bauwesen ;Band 65..

Introduction -- Force identification methods - state of the art and research -- Fundamentals of bridge dynamics under moving loads -- Introduction to inverse problems -- Formulation of an inverse problem for moving force identification -- Numerical validation with simulated measurement data -- Experimental validation: railway bridge in operation -- Experimental validation: pedestrian bridge -- Conclusion and outlook.

The knowledge of the real forces acting on a structure are of great importance in the condition assessment process of existing structures. In this sense, this work provides a novel approach for identification of dynamic moving forces acting on a bridge structure. It seeks to find the optimal time dependent force values that minimize the difference between the computed and measured displacement and acceleration time histories for a limited number of sensor locations. The work also presents extensive experimental investigations of the developed method on real structures in operation, which consistently show that it can be successfully used on a wide range of applications: from small structures excited by rather low pedestrian forces up to the "heavy category" of a complete train passing a railway bridge. In this context, a set of particularities and limitations arising in the practical application of the method on real structures are also discussed. Andrei Firus studied civil engineering at the University "Politehnica" Timisoara, Romania and at the HTWG Konstanz - University of Applied Sciences, Konstanz, Germany. Between 2015 and 2021, he completed his PhD in structural dynamics at the Institute of Structural Mechanics and Design (Prof. Dr.-Ing. Jens Schneider), Technical University of Darmstadt, Germany. In 2020, he co-founded iSEA Tec GmbH in Friedrichshafen, Germany. Since then, he has been managing director of the company, which is active in the fields of structural design of lightweight structures, structural dynamics as well as monitoring and condition assessment of existing structures.

ISBN: 9783658398385

Standard No.: 10.1007/978-3-658-39838-5doiSubjects--Topical Terms:

663628
Bridges
--Design and construction.

LC Class. No.: TG300 / .F57 2023

Dewey Class. No.: 624.25

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