LEADER 03886nam 2200529 450 001 9910659491503321 005 20230510161347.0 010 $a9783658398385$b(electronic bk.) 010 $z9783658398378 024 7 $a10.1007/978-3-658-39838-5 035 $a(MiAaPQ)EBC7194608 035 $a(Au-PeEL)EBL7194608 035 $a(CKB)26130495800041 035 $a(DE-He213)978-3-658-39838-5 035 $a(PPN)268206945 035 $a(EXLCZ)9926130495800041 100 $a20230510h20222023 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 12$aA contribution to moving force identification in bridge dynamics /$fAndrei Firus 205 $a1st ed. 2023. 210 1$aWiesbaden, Germany :$cSpringer Fachmedien Wiesbaden GmbH,$d[2022] 210 4$dİ2023 215 $a1 online resource (363 pages) 225 1 $aMechanik, Werkstoffe und Konstruktion im Bauwesen,$x2512-3246 ;$v65 311 08$aPrint version: Firus, Andrei A Contribution to Moving Force Identification in Bridge Dynamics Wiesbaden : Springer Fachmedien Wiesbaden GmbH,c2023 9783658398378 320 $aIncludes bibliographical references. 327 $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. 330 $aThe knowledge of the real forces acting on a structure are of great importance in the condition assessment process of existing structures. In this sense, this work provides a novel approach for identification of dynamic moving forces acting on a bridge structure. It seeks to find the optimal time dependent force values that minimize the difference between the computed and measured displacement and acceleration time histories for a limited number of sensor locations. The work also presents extensive experimental investigations of the developed method on real structures in operation, which consistently show that it can be successfully used on a wide range of applications: from small structures excited by rather low pedestrian forces up to the "heavy category" of a complete train passing a railway bridge. In this context, a set of particularities and limitations arising in the practical application of the method on real structures are also discussed. Andrei Firus studied civil engineering at the University "Politehnica" Timisoara, Romania and at the HTWG Konstanz - University of Applied Sciences, Konstanz, Germany. Between 2015 and 2021, he completed his PhD in structural dynamics at the Institute of Structural Mechanics and Design (Prof. Dr.-Ing. Jens Schneider), Technical University of Darmstadt, Germany. In 2020, he co-founded iSEA Tec GmbH in Friedrichshafen, Germany. Since then, he has been managing director of the company, which is active in the fields of structural design of lightweight structures, structural dynamics as well as monitoring and condition assessment of existing structures. 410 0$aMechanik, Werkstoffe und Konstruktion im Bauwesen,$x2512-3246 ;$v65 606 $aBridges$xDesign and construction 606 $aBridges$xLive loads 606 $aBridges$xTesting 615 0$aBridges$xDesign and construction. 615 0$aBridges$xLive loads. 615 0$aBridges$xTesting. 676 $a624.25 700 $aFirus$b Andrei$01312206 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 912 $a9910659491503321 996 $aA Contribution to Moving Force Identification in Bridge Dynamics$93030785 997 $aUNINA