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001471572 001__ 1471572
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001471572 0247_ $$a10.1007/978-981-99-1369-5$$2doi
001471572 035__ $$aSP(OCoLC)1389613217
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001471572 049__ $$aISEA
001471572 050_4 $$aTA656.6$$b.W46 2023
001471572 08204 $$a624.1/7$$223/eng/20230714
001471572 1001_ $$aWeng, Shun,$$eauthor.
001471572 24510 $$aSubstructuring method for civil structural health monitoring /$$cShun Weng, Hongping Zhu, Yong Xia.
001471572 264_1 $$aSingapore :$$bSpringer,$$c[2023]
001471572 300__ $$a1 online resource (295 p.).
001471572 336__ $$atext$$btxt$$2rdacontent
001471572 337__ $$acomputer$$bc$$2rdamedia
001471572 338__ $$aonline resource$$bcr$$2rdacarrier
001471572 4901_ $$aEngineering Applications of Computational Methods ;$$vvolume 15
001471572 5050_ $$aIntro -- Preface -- Acknowledgements -- Contents -- Symbols -- Superscripts -- Subscripts -- Abbreviations -- 1 Introduction -- 1.1 The Objective of Substructuring Method in Structural Health Monitoring -- 1.2 The Category of Substructuring Model Updating Methods -- 1.3 Organization of the Book -- References -- Part I Linear Substructuring Methods -- 2 Substructuring Method for Eigensolutions -- 2.1 Preview -- 2.2 Basic Methods for Eigensolutions -- 2.2.1 Subspace Iteration Method -- 2.2.2 Lanczos Method -- 2.3 Substructuring Method for Eigensolutions -- 2.3.1 Component Mode Synthesis -- 2.3.2 Kron's Substructuring Method -- 2.3.3 First-Order Residual Flexibility Based Substructuring Method -- 2.3.4 Second-Order Residual Flexibility Based Substructuring Method -- 2.3.5 Residual Flexibility for Free Substructure -- 2.4 Examples -- 2.4.1 A Three-Span Frame Structure -- 2.4.2 The Balla Balla River Bridge -- 2.5 Summary -- References -- 3 Substructuring Method for Eigensensitivity -- 3.1 Preview -- 3.2 Basic Methods for Eigensensitivity -- 3.2.1 Eigenvalue Derivatives -- 3.2.2 Eigenvector Derivatives -- 3.3 Substructuring Method for Eigensensitivity -- 3.3.1 Eigenvalue Derivatives -- 3.3.2 Eigenvector Derivatives -- 3.3.3 Derivative of Residual Flexibility -- 3.4 Examples -- 3.4.1 The Three-Span Frame Structure -- 3.4.2 The Balla Balla River Bridge -- 3.5 Summary -- References -- 4 Substructuring Method for High-Order Eigensensitivity -- 4.1 Preview -- 4.2 Basic Method for High-Order Eigensensitivity -- 4.2.1 Second-Order Eigensolution Derivatives -- 4.2.2 General High-Order Eigensolution Derivatives -- 4.3 Substructuring Method for High-Order Eigensensitivity -- 4.3.1 Second-Order Eigensolution Derivatives -- 4.3.2 High-Order Eigensolution Derivatives -- 4.4 Examples -- 4.5 Summary -- References.
001471572 5058_ $$a5 Iterative Bisection Scanning Substructuring (IBSS) Method for Eigensolution and Eigensensitivity -- 5.1 Preview -- 5.2 IBSS Method for Eigensolution -- 5.3 IBSS Method for Eigensensitivity -- 5.3.1 Eigenvalue Derivatives -- 5.3.2 Eigenvector Derivatives -- 5.4 Examples -- 5.4.1 A Cantilever Plate -- 5.4.2 The Canton Tower -- 5.5 Summary -- References -- 6 Simultaneous Iterative Substructuring Method for Eigensolutions and Eigensensitivity -- 6.1 Preview -- 6.2 SIS Method for Eigensolution -- 6.3 SIS Method for Eigensensitivity -- 6.3.1 Eigenvalue Derivative -- 6.3.2 Eigenvector Derivative -- 6.4 Examples -- 6.4.1 A Frame Model -- 6.4.2 Wuhan Yangtze River Navigation Center -- 6.5 Summary -- References -- 7 Substructuring Method Considering Elastic Effects of Slave Modes in the Time Domain -- 7.1 Preview -- 7.2 Basic Method for Time History Dynamic Response and Response Sensitivity -- 7.3 Substructuring Method for Time History Dynamic Response and Response Sensitivity -- 7.4 Examples -- 7.4.1 A Three-Bay Frame -- 7.4.2 Wuhan Yangtze River Navigation Center -- 7.5 Summary -- References -- 8 Substructuring Method Considering Inertial Effects of Slave Modes in the Time Domain -- 8.1 Preview -- 8.2 Substructuring Method for Time History Dynamic Response and Response Sensitivity -- 8.3 Examples -- 8.3.1 A Three-Bay Frame -- 8.3.2 Wuhan Yangtze River Navigation Center -- 8.4 Summary -- References -- 9 Substructuring Method for Finite Element Model Updating -- 9.1 Preview -- 9.2 Fundamentals of Sensitivity-Based FE Model Updating Using Modal Properties -- 9.3 Fundamentals of Sensitivity-Based FE Model Updating Using Time History Data -- 9.4 FE Model Updating by Substructuring Method Using Modal Data -- 9.5 FE Model Updating by Substructuring Method Using Time History Data -- 9.6 Examples -- 9.6.1 The Balla Balla Bridge.
001471572 5058_ $$a9.6.2 Wuhan Yangtze River Navigation Center -- 9.7 Summary -- References -- Part II Dynamic Condensation Methods -- 10 Dynamic Condensation for Eigensolutions and Eigensensitivities -- 10.1 Preview -- 10.2 Static Condensation Approach -- 10.3 IOR Method for Eigensolutions -- 10.4 IOR Method for Eigensensitivity -- 10.4.1 Eigenvalue Derivatives -- 10.4.2 Eigenvector Derivatives -- 10.5 Examples -- 10.5.1 GARTEUR Frame -- 10.5.2 A Cantilever Plate -- 10.6 Summary -- References -- 11 Dynamic Condensation to the Calculation of Structural Responses and Response Sensitivities -- 11.1 Preview -- 11.2 IOR Method for Structural Responses -- 11.3 IOR Method for Response Sensitivities -- 11.4 Examples -- 11.4.1 A Three-Span Frame -- 11.4.2 A Cantilever Plate -- 11.5 Summary -- References -- 12 Dynamic Condensation Approach to Finite Element Model Updating -- 12.1 Preview -- 12.2 Dynamic Condensation-Based FE Model Updating Using Modal Data -- 12.3 Dynamic Condensation-Based FE Model Updating Using Time History Data -- 12.4 Examples -- 12.4.1 Junshan Yangtze River Bridge -- 12.4.2 Jiangyin Yangtze River Bridge -- 12.5 Summary -- References -- Part III Nonlinear Substructuring Methods -- 13 Substructuring Method for Responses and Response Sensitivities of Nonlinear Systems -- 13.1 Preview -- 13.2 Substructuring Method for Structural Responses of Nonlinear Systems -- 13.3 Substructuring Method for Response Sensitivities of Nonlinear Systems -- 13.4 Examples -- 13.4.1 A Nonlinear Spring-Mass System -- 13.4.2 A Nonlinear Frame Model -- 13.5 Summary -- References -- 14 Model Updating of Nonlinear Structures Using Substructuring Method -- 14.1 Preview -- 14.2 Procedure of the Substructure-Based Nonlinear Model Updating Method -- 14.3 Example: A Nonlinear Frame -- 14.3.1 Model Updating Without Measurement Noises -- 14.3.2 Model Updating with Measurement Noises.
001471572 5058_ $$a14.4 Summary -- References -- 15 A Modal Derivative Enhanced Kron's Substructuring Method for Response and Response Sensitivities of Geometrically Nonlinear Systems -- 15.1 Preview -- 15.2 Substructuring Method for Responses of Geometrically Nonlinear Systems -- 15.3 Substructuring Method for Response Sensitivities of Geometrically Nonlinear Systems -- 15.4 Computational Operation -- 15.5 Example: A Hinged Plate Model -- 15.6 Summary -- References -- 16 Epilogue -- 16.1 Conclusions -- 16.2 Prospects.
001471572 506__ $$aAccess limited to authorized users.
001471572 520__ $$aThis book investigates the substructuring technology in structural health monitoring (SHM) to improve the accuracy and efficiency of the present SHM methods. SHM has been developed for monitoring, evaluation, and maintenance of civil structures. As the civil structures are usually large scale and a large number of sensors are deployed on a structure, accurate evaluation and maintenance of civil structures are always time-consuming. The book establishes a fundamental framework of substructuring method for the fast analysis of finite element (FE) model and monitoring data. Several practical civil structures are used for illustration. The book is intended for undergraduate and graduate students who are interested in SHM technology, researchers investigating the accurate, efficient, and effective methods in SHM field, and engineers working on evaluation and maintenance of civil structures or other structural dynamics applications.
001471572 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed July 14, 2023).
001471572 650_0 $$aStructural health monitoring.
001471572 655_0 $$aElectronic books.
001471572 7001_ $$aZhu, Hongping,$$eauthor.
001471572 7001_ $$aXia, Yong,$$d1971-$$eauthor.
001471572 77608 $$iPrint version:$$aWeng, Shun$$tSubstructuring Method for Civil Structural Health Monitoring$$dSingapore : Springer,c2023$$z9789819913688
001471572 830_0 $$aEngineering applications of computational methods ;$$vv. 15.
001471572 852__ $$bebk
001471572 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-981-99-1369-5$$zOnline Access$$91397441.1
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001471572 980__ $$aBIB
001471572 980__ $$aEBOOK
001471572 982__ $$aEbook
001471572 983__ $$aOnline
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