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Li, Chuangdi
10  Ergebnisse:
Personensuche X
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1

Wind vibration responses of structure with generalized Maxw..:

Li, Chuangdi ; Yang, Xuefeng ; Li, Yuxiang.
Structures.  47 (2023)  - p. 425-433 , 2023
Link: https://doi.org/10.1016/..
 
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2

Seismic responses of structure with six-element generalized..:

Ge, Xinguang ; Azim, Iftikhar ; Li, Chuangdi...
Soil Dynamics and Earthquake Engineering.  164 (2023)  - p. 107610 , 2023
Link: https://doi.org/10.1016/..
 
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3

Dynamic analysis of damping structures considering support ..:

Li, Chuangdi ; Wang, Ruibo ; Jiang, Lifu..
Structures.  57 (2023)  - p. 105297 , 2023
Link: https://doi.org/10.1016/..
 
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4

Structural dynamic responses of building structures with no..:

Ge, Xinguang ; Gong, Jinghai ; Zhao, Chenjun...
Journal of Sound and Vibration.  517 (2022)  - p. 116556 , 2022
Link: https://doi.org/10.1016/..
 
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5

Structural dynamic responses of linear structures subjected..:

Ge, Xinguang ; Li, Chuangdi ; Azim, Iftikhar..
Structures.  34 (2021)  - p. 3958-3967 , 2021
Link: https://doi.org/10.1016/..
 
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6

Equivalent damping of SDOF structure with Maxwell damper:

Li, Chuangdi ; Li, Tun ; Ban, Dingwei.
Earthquake Engineering and Engineering Vibration.  17 (2018)  3 - p. 627-639 , 2018
Link: https://doi.org/10.1007/..
 
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7

Stochastic Response Characteristic and Equivalent Damping o..:

Xia, Yu ; Wu, Ze ; Kang, Zhemin.
Mathematical Problems in Engineering.  2017 (2017)  - p. 1-10 , 2017
Link: https://doi.org/10.1155/..
 
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8

Mechanism Research of Arch Dam Abutment Forces during Overl..:

Xia, Yu ; Li, Chuangdi ; Zhao, Xiaolian.
Mathematical Problems in Engineering.  2015 (2015)  - p. 1-12 , 2015
Link: https://doi.org/10.1155/..
 
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9

Stochastic Response Characteristic and Equivalent Damping o..:

Yu Xia ; Ze Wu ; Zhemin Kang.
http://dx.doi.org/10.1155/2017/7384940.  , 2017
Link: https://doi.org/10.1155/..
 
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10

Mechanism Research of Arch Dam Abutment Forces during Overl..:

Yu Xia ; Chuangdi Li ; Xiaolian Zhao.
http://dx.doi.org/10.1155/2015/721602.  , 2015
Link: https://doi.org/10.1155/..
 
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