An experimental study on the temperature dependency for horizontal shear performance of 300 × 300 square lead–rubber bridge bearing

Y. Y. ChenCorrespondence[email protected]

P. TanState Key Laboratory for Seismic ReductionControl and Structural Safety (Cultivation), Guangzhou University, Guangzhou510405, P.R. China.

Bo. LiuState Key Laboratory for Seismic ReductionControl and Structural Safety (Cultivation), Guangzhou University, Guangzhou510405, P.R. China.

J. CuiState Key Laboratory for Seismic ReductionControl and Structural Safety (Cultivation), Guangzhou University, Guangzhou510405, P.R. China.

X. L. NingZhuzhou Times New Material Technology Corporation LimitedZhuzhou412007, P.R. China

C. Y. ShenState Key Laboratory for Seismic ReductionControl and Structural Safety (Cultivation), Guangzhou University, Guangzhou510405, P.R. China.

Y. H. MaState Key Laboratory for Seismic ReductionControl and Structural Safety (Cultivation), Guangzhou University, Guangzhou510405, P.R. China.

S. F. StiemerDepartment of Civil EngineeringUniversity of British Columbia, Vancouver2024-6250, B.C. Canada.

F. L. ZhouState Key Laboratory for Seismic ReductionControl and Structural Safety (Cultivation), Guangzhou University, Guangzhou510405, P.R. China.

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An experimental study on the temperature dependency for horizontal shear performance of 300 × 300 square lead–rubber bridge bearing

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An experimental study on the temperature dependency for horizontal shear performance of 300 × 300 square lead–rubber bridge bearing

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