Topological optimisation technology of gravity dam section structure based on ANSYS partial differential equation operation

[1] Efremova L S. Small C1-smooth perturbations of skew products and the partial integrability property[J]. Applied Mathematics and Nonlinear Sciences, 2020, 5(2):317–328. EfremovaL S Small C1-smooth perturbations of skew products and the partial integrability property [J]. Applied Mathematics and Nonlinear Sciences 2020 5 2 317 328 Search in Google Scholar

[2] Itil H G. Investigation of A Fuzzy Problem by the Fuzzy Laplace Transform[J]. Applied Mathematics and Nonlinear Sciences, 2019, 4(2):407–416. ItilH G Investigation of A Fuzzy Problem by the Fuzzy Laplace Transform [J]. Applied Mathematics and Nonlinear Sciences 2019 4 2 407 416 Search in Google Scholar

[3] Banerjee A, Paul D K, Acharyya A. Optimization and safety evaluation of concrete gravity dam section[J]. KSCE Journal of Civil Engineering, 2015, 19(6):1612–1619. BanerjeeA PaulD K AcharyyaA Optimization and safety evaluation of concrete gravity dam section [J]. KSCE Journal of Civil Engineering 2015 19 6 1612 1619 Search in Google Scholar

[4] Meena C, Praveen T V, Parvathi I S. Coupled Seepage–Stress Analysis of Selected Roller-Compacted Concrete Gravity Dam with Upstream Impervious Layer Considering the Seepage Behavior of Interface Thickness[J]. Indian Geotechnical Journal, 2020, 50(4):634–645. MeenaC PraveenT V ParvathiI S Coupled Seepage–Stress Analysis of Selected Roller-Compacted Concrete Gravity Dam with Upstream Impervious Layer Considering the Seepage Behavior of Interface Thickness [J]. Indian Geotechnical Journal 2020 50 4 634 645 Search in Google Scholar

[5] Chen D H, Yang Z H, Wang M, et al. Seismic performance and failure modes of the Jin’anqiao concrete gravity dam based on incremental dynamic analysis[J]. Engineering Failure Analysis, 2019, 100:227–244. ChenD H YangZ H WangM Seismic performance and failure modes of the Jin’anqiao concrete gravity dam based on incremental dynamic analysis [J]. Engineering Failure Analysis 2019 100 227 244 Search in Google Scholar

[6] Su H, Li J, Guo Z, et al. Nonprobabilistic Reliability Evaluation for In-Service Gravity Dam Undergoing Structural Reinforcement[J]. IEEE Transactions on Reliability, 2018, 67(3):970–986. SuH LiJ GuoZ Nonprobabilistic Reliability Evaluation for In-Service Gravity Dam Undergoing Structural Reinforcement [J]. IEEE Transactions on Reliability 2018 67 3 970 986 Search in Google Scholar

[7] Petaccia G, Lai C G, Milazzo C, et al. The collapse of the Sella Zerbino gravity dam[J]. Engineering Geology, 2016, 211:39–49. PetacciaG LaiC G MilazzoC The collapse of the Sella Zerbino gravity dam [J]. Engineering Geology 2016 211 39 49 Search in Google Scholar

[8] Wang Y Y, Liu J Y, Ning B K, et al. Seismic Response Analysis of Reservoir Water-Gravity Dam-Foundation System[J]. Key Engineering Materials, 2017, 737:494–499. WangY Y LiuJ Y NingB K Seismic Response Analysis of Reservoir Water-Gravity Dam-Foundation System [J]. Key Engineering Materials 2017 737 494 499 Search in Google Scholar

[9] Pausz S, Nowotny H, Jung G. Rock mass classification and geotechnical model for the foundation of a RCC gravity dam[J]. Geomechanik Und Tunnelbau, 2015, 8(5):436–440. PauszS NowotnyH JungG Rock mass classification and geotechnical model for the foundation of a RCC gravity dam [J]. Geomechanik Und Tunnelbau 2015 8 5 436 440 Search in Google Scholar

[10] Hu J, Wu S. Statistical modeling for deformation analysis of concrete arch dams with influential horizontal cracks[J]. Structural Health Monitoring, 2019, 18(2):546–562. HuJ WuS Statistical modeling for deformation analysis of concrete arch dams with influential horizontal cracks [J]. Structural Health Monitoring 2019 18 2 546 562 Search in Google Scholar

[11] Wang G, Zhang S, Lu W, et al. Damage effects of concrete gravity dams subjected to underwater explosion[J]. Journal of Hydraulic Engineering, 2015, 46(6):723–731. WangG ZhangS LuW Damage effects of concrete gravity dams subjected to underwater explosion [J]. Journal of Hydraulic Engineering 2015 46 6 723 731 Search in Google Scholar