Seismic Sensitivity Analysis of Rigidity and Thickness of Tunnel Lining by Using Ground_Structure Interaction Method Case Study: Roudbar Lorestan Dam

Mazaheri, Ali; Seifabad, Masoud Cheraghi; Mahdavi, Saeed; Dehghani, Bijan

doi:10.1007/s10706-020-01576-z

Cited by 3 publications

(1 citation statement)

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“…erefore, it is necessary to discuss the seismic stability of the gate chamber structure. At present, most researchers use quasi-static method to review and analyze the gate structure [5]. In fact, the sluice is a three-dimensional thin-wall structure [6].…”

Section: Introductionmentioning

confidence: 99%

Seismic Safety Design and Analysis of Hydraulic Sluice Chamber Structure Based on Finite Element Method

Xiaoning

Cui

Guo

et al. 2022

Computational Intelligence and Neuroscience

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One of the important links in the safety evaluation of sluices is the aseismic safety examination. In order to ensure the daily safe operation of sluices, it is necessary to conduct a normalized aseismic safety examination of sluices, and it is also necessary to study the aseismic safety examination of return sluices. Based on the application of ADINA finite element analysis software, a three-dimensional finite element model of the gate chamber structure is established, and the seismic response of the gate chamber structure is calculated and analyzed by the mode decomposition response spectrum method. The seismic safety of the gate chamber structure is evaluated comprehensively. The results show that 2.00 MPa of tension stress is generated at the junction of the pier and the gate. According to the structural mechanical method, the maximum tensile stress that can be endured is 4.41 MPa, which meets the safety requirements. There is a large tension stress zone between the elevator floor and some parts of the elevator, which far exceeds the standard tension strength value of the concrete moving shaft. Considering the safety, corresponding aseismic reinforcement measures should be taken. The structure of the gate chamber is nonslip and stable, and the safety factor is larger than the standard value of the Gate Design Specification (SL265-2016), which meets the safety requirements. The aseismic safety of the gate chamber structure meets the requirements of the “Standard for Seismic Design of Water Conservancy Buildings” (GB5127-2018), but it has safety defects and the aseismic grade is B.

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Section: Introductionmentioning

confidence: 99%