LEADER 04909nam 22004935 450 001 9910890901103321 005 20250626164438.0 010 $a981-9771-98-6 024 7 $a10.1007/978-981-97-7198-1 035 $a(CKB)36015056200041 035 $a(DE-He213)978-981-97-7198-1 035 $a(MiAaPQ)EBC31727507 035 $a(Au-PeEL)EBL31727507 035 $a(OCoLC)1456828140 035 $a(EXLCZ)9936015056200041 100 $a20240918d2025 u| 0 101 0 $aeng 135 $aur||||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aStochastic Dynamic Response Analysis and Performance-Based Seismic Safety Evaluation for High Concrete Faced Rockfill Dams /$fby Bin Xu, Rui Pang 205 $a1st ed. 2025. 210 1$aSingapore :$cSpringer Nature Singapore :$cImprint: Springer,$d2025. 215 $a1 online resource (VIII, 197 p. 162 illus., 158 illus. in color.) 225 1 $aHydroscience and Engineering,$x2730-9010 311 08$a981-9771-97-8 327 $aIntroduction -- Seismic Response Probabilistic Analysis Method for Earth-rock Dams -- Stochastic Dynamic Analysis of CFRD Considering Randomness of Ground Motion -- Stochastic Dynamic Analysis of CFRD Considering Uncertainties in Material Parameters -- Stochastic Dynamic Analysis of CFRD Considering the Coupled Randomness of Ground Motion and Material Parameters -- Stochastic Dynamic Response Analysis and Seismic Evaluation for a 3-D High CFRDs -- Stochastic Seismic Analysis and Performance Safety Evaluation for Slope Stability of High CFRDs -- Performance Seismic Safety Evaluation. 330 $aThis open access book provides a complete probabilistic analysis method and a performance-based seismic safety evaluation for high concrete faced rockfill dam (CFRD). Combined with random sample generation and reliability analysis methods, the dynamic response characteristics and reliability level of CFRD under various random factors are comprehensively described. In Chapter 2, a random ground motion model based on spectral representation-random function and a high-dimensional random variable generation method based on GF- discrepancy are established. Combined with probability density evolution method (PDEM) and the random sample generation methods to verify its effectiveness and reliability for nonlinear complex geotechnical engineering. In Chapter 3, the dynamic response and probabilistic characteristics of high CFRD under random ground motion are revealed based on the elastoplastic analysis. A performance-based seismic safety evaluation method is established. In Chapter 4, the influence of material parameter randomness on dynamic response and seismic safety of high CFRD is studied from the perspective of stochastic dynamics and probability. In Chapter 5, the stochastic dynamic response and probability distribution of high CFRD under the coupled random action of ground motion and material parameters are systematically studied, and the performance-based seismic safety evaluation framework is improved. In Chapter 6, The stochastic dynamic response of 3D high CFRD is studied, and the failure performance index and performance level based on overstress volume ratio combined with overstress accumulation time are discussed. The performance-based seismic safety evaluation framework is further improved. In Chapter 7, combined with the finite element dynamic time-history analysis method considering the softening effect of rockfill, a performance-based seismic safety evaluation framework for dam slope stability of high CFRD under multiple random factors is systematically explored from the perspective of stochastic dynamics and probability. In Chapter 8, The performance indexes of seismic safety evaluation for high CFRDs are suggested and the corresponding performance level with probability assurance is put forward. The multi-seismic intensity - multi-performance target - failure probability performance relationship is established, and a performance-based seismic safety evaluation framework is initially formed. This book can be used as a reference for scholars studying random vibration and reliability analysis, as well as for scholars studying dam safety evaluation. 410 0$aHydroscience and Engineering,$x2730-9010 606 $aCivil engineering 606 $aCivil Engineering 615 0$aCivil engineering. 615 14$aCivil Engineering. 676 $a624 700 $aXu$b Bin$4aut$4http://id.loc.gov/vocabulary/relators/aut$01460356 702 $aPang$b Rui$4aut$4http://id.loc.gov/vocabulary/relators/aut 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910890901103321 996 $aStochastic Dynamic Response Analysis and Performance-Based Seismic Safety Evaluation for High Concrete Faced Rockfill Dams$94228204 997 $aUNINA