001454681 000__ 03890cam\a22005057a\4500
001454681 001__ 1454681
001454681 003__ OCoLC
001454681 005__ 20230314003223.0
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001454681 019__ $$a1370485690
001454681 020__ $$a9783658398385
001454681 020__ $$a3658398388
001454681 020__ $$z365839837X
001454681 020__ $$z9783658398378
001454681 0247_ $$a10.1007/978-3-658-39838-5$$2doi
001454681 035__ $$aSP(OCoLC)1370495024
001454681 040__ $$aEBLCP$$beng$$cEBLCP$$dGW5XE$$dYDX
001454681 049__ $$aISEA
001454681 050_4 $$aTG300
001454681 08204 $$a624.2/5$$223/eng/20230221
001454681 1001_ $$aFirus, Andrei,$$eauthor.
001454681 24512 $$aA contribution to moving force identification in bridge dynamics /$$cAndrei Firus.
001454681 260__ $$aWiesbaden :$$bSpringer Vieweg,$$c2023.
001454681 300__ $$a1 online resource (xxxii, 335 pages) :$$billustrations.
001454681 4901_ $$aMechanik, Werkstoffe und Konstruktion Im Bauwesen ;$$vBd.65
001454681 502__ $$bDr.-Ing.$$cTechnische Universität Darmstadt$$d2022
001454681 504__ $$aIncludes bibliographical references (pages 281-300).
001454681 5050_ $$aIntroduction -- Force identification methods state of the art and research -- Fundamentals of bridge dynamics under moving loads -- Introduction to inverse problems -- Formulation of an inverse problem for moving force identification -- Numerical validation with simulated measurement data -- Experimental validation: railway bridge in operation -- Experimental validation: pedestrian bridge -- Conclusion and outlook.
001454681 506__ $$aAccess limited to authorized users.
001454681 520__ $$aThe knowledge of the real forces acting on a structure are of great importance in the condition assessment process of existing structures. In this sense, this work provides a novel approach for identification of dynamic moving forces acting on a bridge structure. It seeks to find the optimal time dependent force values that minimize the difference between the computed and measured displacement and acceleration time histories for a limited number of sensor locations. The work also presents extensive experimental investigations of the developed method on real structures in operation, which consistently show that it can be successfully used on a wide range of applications: from small structures excited by rather low pedestrian forces up to the "heavy category" of a complete train passing a railway bridge. In this context, a set of particularities and limitations arising in the practical application of the method on real structures are also discussed. Andrei Firus studied civil engineering at the University "Politehnica" Timisoara, Romania and at the HTWG Konstanz - University of Applied Sciences, Konstanz, Germany. Between 2015 and 2021, he completed his PhD in structural dynamics at the Institute of Structural Mechanics and Design (Prof. Dr.-Ing. Jens Schneider), Technical University of Darmstadt, Germany. In 2020, he co-founded iSEA Tec GmbH in Friedrichshafen, Germany. Since then, he has been managing director of the company, which is active in the fields of structural design of lightweight structures, structural dynamics as well as monitoring and condition assessment of existing structures.
001454681 588__ $$aDescription based on print version record.
001454681 650_0 $$aBridges$$xDesign and construction.
001454681 650_0 $$aBridges$$xLive loads.
001454681 650_0 $$aBridges$$xTesting.
001454681 655_0 $$aElectronic books.
001454681 77608 $$iPrint version:$$aFirus, Andrei$$tA Contribution to Moving Force Identification in Bridge Dynamics$$dWiesbaden : Springer Fachmedien Wiesbaden GmbH,c2023$$z9783658398378
001454681 830_0 $$aMechanik, werkstoffe und konstruktion im bauwesen ;$$vBd. 65.
001454681 852__ $$bebk
001454681 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-3-658-39838-5$$zOnline Access$$91397441.1
001454681 909CO $$ooai:library.usi.edu:1454681$$pGLOBAL_SET
001454681 980__ $$aBIB
001454681 980__ $$aEBOOK
001454681 982__ $$aEbook
001454681 983__ $$aOnline
001454681 994__ $$a92$$bISE