Vibration characteristics of damping pad floating slab on the long-span steel truss cable-stayed bridge in urban rail transit

Lin Liang; Xiaozhen Li; Jun Yin; Dangxiong Wang; Wei Gao; Zhen Guo

doi:10.1016/j.engstruct.2019.04.032

journal article Jul 01, 2019

Vibration characteristics of damping pad floating slab on the long-span steel truss cable-stayed bridge in urban rail transit

Lin Liang

Xiaozhen Li

Jun Yin

Dangxiong Wang Wei Gao

Zhen Guo

Engineering Structures Vol. 191 pp. 92-103 · Elsevier BV

View at Publisher Save 10.1016/j.engstruct.2019.04.032

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References

Details

Published: Jul 01, 2019
Vol/Issue: 191
Pages: 92-103
License: View

Authors

L

Lin Liang

School of Life Science and Technology, Harbin Institute of Technology, Harbin 150080, China

X

Xiaozhen Li

Architectural Engineering Institute, Jinhua Polytechnic, Jinhua 321000, China

J

Jun Yin

Department of Biological Chemistry and Molecular Pharmacology, Harvard Medical School, 240 Longwood Avenue, Boston, Massachusetts 02115

South China Normal University

Z

Zhen Guo

School of Information and Control Engineering, Qingdao University of Technology, Qingdao, China

Funding

National Natural Science Foundation of China Award: 51878565

Cite This Article

Lin Liang, Xiaozhen Li, Jun Yin, et al. (2019). Vibration characteristics of damping pad floating slab on the long-span steel truss cable-stayed bridge in urban rail transit. Engineering Structures, 191, 92-103. https://doi.org/10.1016/j.engstruct.2019.04.032

Vibration characteristics of damping pad floating slab on the long-span steel truss cable-stayed bridge in urban rail transit

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