Zobrazeno 1 - 10
of 43
pro vyhledávání: '"Shi-Shuenn Chen"'
Publikováno v:
Soils and Foundations, Vol 64, Iss 3, Pp 101460- (2024)
Dynamic soil-structure interaction (SSI) significantly impacts structural vibration. Over the past few decades, numerous simplified models were developed to analyze dynamic SSI on homogeneous soil. In this study, however, a lumped-parameter model is
Externí odkaz:
https://doaj.org/article/9ea73182c03642cb9dab02a5d8591f8f
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-17 (2023)
Abstract Torsional vibration, considering soil-structure interaction, is essential to the dynamic response of most irregular structures. A systematic method is developed to seek the optimal simplified model among multiple model candidates for uniform
Externí odkaz:
https://doaj.org/article/fc393c05fd0c425f8611b85a8f2ee2b5
Publikováno v:
Scientific Reports, Vol 11, Iss 1, Pp 1-16 (2021)
Abstract This paper proposes a method for estimating the effective zone, including effective depth and effective range of compaction degree, from rapid impact compaction (RIC) on sand layer whose fines content is less than 10%. The proposed method ut
Externí odkaz:
https://doaj.org/article/12d4079bdfdf413c91d538272ba267a8
Publikováno v:
Archive of Applied Mechanics. 92:3447-3454
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 45:2756-2779
Publikováno v:
Scientific Reports, Vol 11, Iss 1, Pp 1-16 (2021)
Scientific Reports
Scientific Reports
This paper proposes a method for estimating the effective zone, including effective depth and effective range of compaction degree, from rapid impact compaction (RIC) on sand layer whose fines content is less than 10%. The proposed method utilizes a
Autor:
Li-Cai Zhao, Shi-Shuenn Chen
Publikováno v:
Russian Physics Journal. 64:657-670
Traditionally, when the algorithm for calculating the tunnel blasting parameter based on theory of damage mechanics and explosive theory is used, the complexity of rock surrounding tunnel is not taken into account, and the result obtained are not opt
Publikováno v:
Structure and Infrastructure Engineering. 19:21-38
Numerous physical models using frequency-independent elements have been developed to reproduce impedance functions for the purposes of time-domain soil–foundation interaction analysis. Most of the ...
Publikováno v:
Computers and Geotechnics. 155:105198
Autor:
Li-Cai Zhao1 D10305810@mail.ntust.edu.tw, Shi-Shuenn Chen1
Publikováno v:
Journal of Coastal Research. 3/9/2019, Vol. 93, p975-981. 7p.