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中国科学院力学研究所机构知识库
Knowledge Management System of Institue of Mechanics, CAS
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漆文刚 [4]
高福平 [2]
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Peak uplift resistance of offshore slender structures shallowly buried in the sloping seabed considering wave actions
期刊论文
APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14
Authors:
Yang, Hongkuan
;
Guo, Zhen
;
Wang, Lizhong
;
Qi WG(漆文刚)
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Submit date:2022/12/20
Sloping seabed
Wave actions
Slender structures
Peak uplift resistance
Reduction
Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem
期刊论文
COMPUTERS AND GEOTECHNICS, 2021, 卷号: 137, 页码: 18
Authors:
Zhou, Mozhen
;
Liu, Hui
;
Jeng, Dong-Sheng
;
Qi WG(漆文刚)
;
Fang, Qian
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Submit date:2021/11/01
Nonlinear complementarity problem
Karush-Kuhn-Tucker (KKT) condition
Lagrange multiplier method
Soil liquefaction
Wave-seabed interactions
Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling
期刊论文
APPLIED OCEAN RESEARCH, 2020, 卷号: 95, 页码: 13
Authors:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
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Submit date:2020/04/07
Wave-seabed-pipeline interaction
Poro-elastoplastic model
Buried pipe
Transient pore-pressure response
Vertical soil resistance
On the instability of offshore foundations: theory and mechanism
期刊论文
SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY, 2015, 卷号: 58, 期号: 12, 页码: 124701
Authors:
Gao FP(高福平)
;
Li JH
;
Qi WG(漆文刚)
;
Hu C(胡存)
;
Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
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Submit date:2016/01/08
Failure Mechanism
Bearing Capacity
Fluid-structure Interaction
Offshore Foundation
Soil Dynamics