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Comparative study on foundation treatment methods of immersed tunnels in China
Shaochun WANG, Xuehui ZHANG, Yun BAI
《结构与土木工程前沿(英文)》 2020年 第14卷 第1期 页码 82-93 doi: 10.1007/s11709-019-0575-x
关键词: foundation treatment method immersed tunnel subsoil stress settlement
An efficient method for the dynamic interaction of open structure-foundation systems
LIU Jingbo, GU Yin, LI Bin, WANG Yan
《结构与土木工程前沿(英文)》 2007年 第1卷 第3期 页码 340-345 doi: 10.1007/s11709-007-0045-8
关键词: structure-foundation interaction superposition interaction problem freedom efficient
DU Jianguo, LIN Gao
《结构与土木工程前沿(英文)》 2008年 第2卷 第4期 页码 336-342 doi: 10.1007/s11709-008-0054-2
关键词: structure-foundation interface computational efficiency different suitable numerical approach
韩磊,彭天波,赵艺
《中国工程科学》 2012年 第14卷 第5期 页码 51-56
建立了3种基础-土相互作用模拟方式,分别为考虑一定桩身柔性的固结独塔模型,基于“m”法的线性独塔模型,以及采用“p-y”曲线法的非线性独塔模型。采用El-Centro和Kobe两种地震波分别对3个模型进行计算分析,结果发现,基于“m”法的线性独塔沉井模型与“p-y”曲线法的非线性独塔沉井模型相比响应偏大,而基于“m”法的线性独塔群桩基础模型则与“p-y”曲线法的非线性独塔群桩基础模型有较好的吻合。
null
《机械工程前沿(英文)》 2014年 第9卷 第2期 页码 191-202 doi: 10.1007/s11465-014-0293-y
In present study, free vibration of cracked beams resting on two-parameter elastic foundation with elastically restrained ends is considered. Euler-Bernoulli beam hypothesis has been applied and translational and rotational elastic springs in each end considered as support. The crack is modeled as a mass-less rotational spring which divides beam into two segments. After governing the equations of motion, the differential transform method (DTM) has been served to determine dimensionless frequencies and normalized mode shapes. DTM is a semi-analytical approach based on Taylor expansion series that converts differential equations to recursive algebraic equations. The DTM results for the natural frequencies in special cases are in very good agreement with results reported by well-known references. Also, the DTM procedure yields rapid convergence beside high accuracy without any frequency missing. Comprehensive studies to analyze the effects of crack location, crack severity, parameters of elastic foundation and boundary conditions on dimensionless frequencies as well as effects of elastic boundary conditions on cracked beams mode shapes are carried out and some problems handled for first time in this paper. Since this paper deals with general problem, the derived formulation has capability for analyzing free vibration of cracked beam with every boundary condition.
关键词: free vibration cracked beam elastic foundation restrained ends differential transform method
《结构与土木工程前沿(英文)》 2023年 第17卷 第4期 页码 584-605 doi: 10.1007/s11709-023-0916-7
关键词: functionally graded porous material curved nanobeam hygro–thermo–magnetic enriched finite element method
Shallow foundation response variability due to soil and model parameter uncertainty
Prishati RAYCHOWDHURY,Sumit JINDAL
《结构与土木工程前沿(英文)》 2014年 第8卷 第3期 页码 237-251 doi: 10.1007/s11709-014-0242-1
关键词: shallow foun dation sensitivity analysis centrifuge data first-order-second-moment (FOSM) method parameter uncertainty
Numerical evaluation of group-pile foundation subjected to cyclic horizontal load
Youngji JIN, Xiaohua BAO, Yoshimitsu KONDO, Feng ZHANG,
《结构与土木工程前沿(英文)》 2010年 第4卷 第2期 页码 196-207 doi: 10.1007/s11709-010-0021-6
关键词: group-pile foundation real-scale cyclic loading test three-dimensional finite element method (3D-FEM) soil-water coupling analysis undisturbed and remolded specimens
Rajarshi PRAMANIK, Dilip Kumar BAIDYA, Nirjhar DHANG
《结构与土木工程前沿(英文)》 2021年 第15卷 第2期 页码 478-489 doi: 10.1007/s11709-021-0698-8
关键词: finite element method square footing reliability analysis fuzzy set theory coefficient of variation spatial variability
基于修正Anderson 模型的冲击载荷下地基振动响应预测方法
房波
《中国工程科学》 2014年 第16卷 第11期 页码 96-102
提出了一个预测潜在冲击载荷下振动效应的理论模型与现场实测相结合的综合预测方法。通过一系列具有针对性的室外重锤冲击振动试验,以及现场实测数据对Anderson 模型进行了验证并修正,然后利用修正的Anderson 模型预测冲击荷载的振动效应。将预测结果和现场试验结果进行对比分析,结果表明:预测结果与实测结果吻合较好。
关键词: 预测方法 冲击载荷 振动效应 Anderson 模型
Minsoo KIM,Yejin KIM,Hyosoo KIM,Wenhua PIAO,Changwon KIM
《环境科学与工程前沿(英文)》 2016年 第10卷 第2期 页码 299-310 doi: 10.1007/s11783-015-0825-7
关键词: influent wastewater prediction data-driven model k-nearest neighbor method (k-NN)
Torsional vibrations of a cylindrical foundation embedded in a saturated poroelastic half-space
Dazhi WU,Lu YU
《结构与土木工程前沿(英文)》 2015年 第9卷 第2期 页码 194-202 doi: 10.1007/s11709-015-0292-z
关键词: embedded foundation saturated soil rigid foundation elastic foundation torsional vibration
B. R. JAYALEKSHMI,S.V. JISHA,R. SHIVASHANKAR
《结构与土木工程前沿(英文)》 2015年 第9卷 第3期 页码 307-322 doi: 10.1007/s11709-015-0288-8
关键词: finite element method piled raft tall chimney soil-structure interaction along-wind load
Study of an artificial boundary condition based on the damping-solvent extraction method
Qiang XU, Jianyun CHEN, Jing LI, Mingming WANG
《结构与土木工程前沿(英文)》 2012年 第6卷 第3期 页码 281-287 doi: 10.1007/s11709-012-0167-5
关键词: damping-solvent extraction method structure-unlimited-foundation system spring-damper system artificial damping limited region finite element method
《环境科学与工程前沿(英文)》 2022年 第16卷 第4期 doi: 10.1007/s11783-021-1477-4
• An innovative method of culturing bdelloid rotifer fed on flour was proposed.
关键词: Mass culture Bdelloid rotifer Habrotrocha Wheat flour Sludge settleability
标题 作者 时间 类型 操作
Comparative study on foundation treatment methods of immersed tunnels in China
Shaochun WANG, Xuehui ZHANG, Yun BAI
期刊论文
An efficient method for the dynamic interaction of open structure-foundation systems
LIU Jingbo, GU Yin, LI Bin, WANG Yan
期刊论文
Improved numerical method for time domain dynamic structure-foundation interaction analysis based onscaled boundary finite element method
DU Jianguo, LIN Gao
期刊论文
Semi-analytical approach for free vibration analysis of cracked beams resting on two-parameter elastic foundation
null
期刊论文
Free vibration analysis of functionally graded porous curved nanobeams on elastic foundation in hygro–thermo–magnetic
期刊论文
Shallow foundation response variability due to soil and model parameter uncertainty
Prishati RAYCHOWDHURY,Sumit JINDAL
期刊论文
Numerical evaluation of group-pile foundation subjected to cyclic horizontal load
Youngji JIN, Xiaohua BAO, Yoshimitsu KONDO, Feng ZHANG,
期刊论文
Reliability assessment of three-dimensional bearing capacity of shallow foundation using fuzzy set theory
Rajarshi PRAMANIK, Dilip Kumar BAIDYA, Nirjhar DHANG
期刊论文
Evaluation of the k-nearest neighbor method for forecasting the influent characteristics of wastewatertreatment plant
Minsoo KIM,Yejin KIM,Hyosoo KIM,Wenhua PIAO,Changwon KIM
期刊论文
Torsional vibrations of a cylindrical foundation embedded in a saturated poroelastic half-space
Dazhi WU,Lu YU
期刊论文
Response in piled raft foundation of tall chimneys under along-wind load incorporating flexibility of
B. R. JAYALEKSHMI,S.V. JISHA,R. SHIVASHANKAR
期刊论文
Study of an artificial boundary condition based on the damping-solvent extraction method
Qiang XU, Jianyun CHEN, Jing LI, Mingming WANG
期刊论文