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材料参数对高拱坝动力响应影响研究OACSTPCD

Effects of Material Parameters on Dynamic Characteristics of High Arch Dam

中文摘要英文摘要

高坝系统运行环境复杂,与设计状态往往有比较大的差异.以溪洛渡拱坝为例,首先采用三维有限元模型基于现场实测资料反演坝体与地基材料参数,然后对比设计参数和反演参数条件下坝体的动力响应.研究结果表明,材料参数的选取对坝体-地基系统动力响应影响明显,与采用反演参数的拱坝动力响应相比,采用设计参数时坝体的动相对位移明显增加,坝肩位置横缝开度增加但中部横缝开度减小,建基面、孔口及坝踵位置损伤增加.建议对拱坝进行抗震安全性分析时采用设计参数.

The operating environment of high dam systems is complex and often has a relatively large difference from the design state.Taking Xiluodu Arch Dam as an example,three-dimensional finite element model is firstly used to invert the material parameters of dam body and foundation based on the field measured data,and then the dynamic responses of dam body under the design parameters and inversion parameters are compared.The results show that the selection of material parameters has a significant impact on the dynamic response of dam-foundation system.Compared with the dynamic response of arch dam using the inversion parameters,when the design parameters are used,the dynamic relative displacement of the dam body increases significantly,the opening of transverse joint at the dam abutment increases but the opening of joints in the middle of dam decreases,and the damage at the foundation surface,the orifice and the dam heel increases.It is recommended that the design parameters should be used for seismic safety analysis of arch dams.

时洪涛;袁瑞;邱奕翔;王进廷

中国三峡建设管理有限公司, 四川 成都 610000清华大学水利水电工程系, 北京 100084

水利科学

材料参数反演分析抗震分析有限元溪洛渡拱坝

material parametersinversion analysisseismic analysisfinite elementXiluodu Arch Dam

《水力发电》 2024 (005)

54-58 / 5

国家自然科学基金资助项目(51725901);中国长江三峡集团有限公司项目(XLD/2117)

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