Search scope:
排序: Display mode:
The research of ship-bridge collision protection system for Taizhou Bridge
Shen Gang,Fu Yaohua,Jin Yunnlong
Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 73-77
The risk of ship collision to the center tower located at the edge of navigation channel of Taizhou Yangtse River Highway Bridge is expected. To protect the bridge, this research integrates a variety of factors to study the protection system of the center tower. Aiming at the suspension bridge with three-tower-span, with combination of ship navigation planning, bridge parameters and characteristics of bridge foundation, the ship collision research is carried out and protective measure scheme is proposed. Calculation and analysis for crash characteristics are carried out to determine the technical and economic characteristics of the protective measures. The safety of the bridge and effectiveness of the protection system under ship collision is studied by applying the dynamic FEM techniques.
Keywords: ship-bridge collision ship-collision force the numerical simulation of ship collision pile supportedsystems steel fenders risk analysis
Qian-Qing ZHANG, Shan-Wei LIU, Ruo-Feng FENG, Jian-Gu QIAN, Chun-Yu CUI
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 4, Pages 961-982 doi: 10.1007/s11709-020-0632-5
Keywords: numerical simulation non-uniformly arranged pile groups differential settlement pile-soil interaction
Onmodeling of electrical cyber-physical systems considering cyber security
Yi-nan WANG,Zhi-yun LIN,Xiao LIANG,Wen-yuan XU,Qiang YANG,Gang-feng YAN
Frontiers of Information Technology & Electronic Engineering 2016, Volume 17, Issue 5, Pages 465-478 doi: 10.1631/FITEE.1500446
Keywords: Cyber-physical systems Cyber attacks Cascading failure analysis Smart grid
Study on load bearing characteristic of cast in situ DX group pile with numerical analysis
Zhang Qinglin,Chen Lihong
Strategic Study of CAE 2012, Volume 14, Issue 1, Pages 51-59
This paper analyzes 4 types of group-pile which contains 4 piles withThe main conclusions are: group pile effect of DX pile increases sharply when pile spacing decreases;the bearing capacity of 3D spacing group-pile is 1.32 times larger than that of 1.5D spacing group-pile;effect coefficient of group-pile increases from 0.59 to 0.78 when spacing increases from 1.5D to 3D;when the spacing of pile increases.
Keywords: DX pile group-pile settlement numerical analysis
João CARNEIRO,Diogo MARTINHO,Goreti MARREIROS,Paulo NOVAIS
Frontiers of Information Technology & Electronic Engineering 2016, Volume 17, Issue 4, Pages 296-308 doi: 10.1631/FITEE.1500344
Keywords: Group decision support systems Ubiquitous computing Automatic negotiation Social networks Multi-agentsystems
Nishant SHARMA, Kaustubh DASGUPTA, Arindam DEY
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1, Pages 62-81 doi: 10.1007/s11709-019-0570-2
Keywords: soil structure interaction optimum lateral extent of soil domain length multi-storyed framed building pile
Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil
Jasim M. ABBASA,Zamri CHIK,Mohd Raihan TAHA
Frontiers of Structural and Civil Engineering 2015, Volume 9, Issue 2, Pages 176-193 doi: 10.1007/s11709-015-0289-7
Keywords: piles pile group spacing configuration combined load
Case study of DX single pile settlement
Tang Songtao,Yuan Xiyu,Chen Lihong
Strategic Study of CAE 2012, Volume 14, Issue 1, Pages 41-45
DX pile which is typical varied cross-section pile has a different loadtransfer mechanism compared to straight pile.The bearing capacity of the pile is increased, while the settlement is significantly reduced at the sameThis paper compares the settlement characteristics of DX pile and straight pile on the basis of lotsof projects to verify the DX pile settlement formula and the reliability of correction factor.
Keywords: DX pile straight pile settlement correction coefficient
Application of fuzzy analytic hierarchy process model on determination of optimized pile-type
Lei MA, Shuilong SHEN, Jinhui ZHANG, Yang HUANG, Feng SHI
Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 2, Pages 252-257 doi: 10.1007/s11709-010-0017-2
Keywords: pile type fuzzy synthetic evaluation analytic hierarchy process (AHP) optimal selection
Sina AMIRI; Ali Naghi DEHGHAN
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 6, Pages 704-717 doi: 10.1007/s11709-021-0746-4
Keywords: shallow tunneling method pile and rib method ground surface settlement subway station construction
ANN-based empirical modelling of pile behaviour under static compressive loading
Abdussamad ISMAIL
Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 4, Pages 594-608 doi: 10.1007/s11709-017-0446-2
Keywords: piles in compression load-deformation behaviour product-unit neural network
Experimental study on pile-end post-grouting piles for super-large bridge pile foundations
Weiming GONG, Guoliang DAI, Haowen ZHANG
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2, Pages 228-233 doi: 10.1007/s11709-009-0019-0
Keywords: self-balanced testing technique pile-end post-grouting bearing capacity grouting technology
Fictitious soil pile model for dynamic analysis of pipe piles under high-strain conditions
Frontiers of Structural and Civil Engineering Pages 915-934 doi: 10.1007/s11709-023-0907-8
Keywords: fictitious soil pile soil plug pipe piles high-strain dynamic analysis one-dimensional wave theory pile dynamics
Alipujiang JIERULA, Tae-Min OH, Shuhong WANG, Joon-Hyun LEE, Hyunwoo KIM, Jong-Won LEE
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 2, Pages 318-332 doi: 10.1007/s11709-021-0715-y
Keywords: pile foundations damage location acoustic emission deep learning damage step
Miguel OLIVER,Francisco MONTERO,José Pascual MOLINA,Pascual GONZÁLEZ,Antonio FERNÁNDEZ-CABALLERO
Frontiers of Information Technology & Electronic Engineering 2016, Volume 17, Issue 4, Pages 348-364 doi: 10.1631/FITEE.1500347
Keywords: Kinect sensor Rehabilitation system Capture precision Multi-camera system
Title Author Date Type Operation
The research of ship-bridge collision protection system for Taizhou Bridge
Shen Gang,Fu Yaohua,Jin Yunnlong
Journal Article
Finite element prediction on the response of non-uniformly arranged pile groups considering progressivefailure of pile-soil system
Qian-Qing ZHANG, Shan-Wei LIU, Ruo-Feng FENG, Jian-Gu QIAN, Chun-Yu CUI
Journal Article
Onmodeling of electrical cyber-physical systems considering cyber security
Yi-nan WANG,Zhi-yun LIN,Xiao LIANG,Wen-yuan XU,Qiang YANG,Gang-feng YAN
Journal Article
Study on load bearing characteristic of cast in situ DX group pile with numerical analysis
Zhang Qinglin,Chen Lihong
Journal Article
Intelligent negotiation model for ubiquitous group decision scenarios
João CARNEIRO,Diogo MARTINHO,Goreti MARREIROS,Paulo NOVAIS
Journal Article
Optimum lateral extent of soil domain for dynamic SSI analysis of RC framed buildings on pile foundations
Nishant SHARMA, Kaustubh DASGUPTA, Arindam DEY
Journal Article
Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil
Jasim M. ABBASA,Zamri CHIK,Mohd Raihan TAHA
Journal Article
Application of fuzzy analytic hierarchy process model on determination of optimized pile-type
Lei MA, Shuilong SHEN, Jinhui ZHANG, Yang HUANG, Feng SHI
Journal Article
Comparison of shallow tunneling method with pile and rib method for construction of subway station in
Sina AMIRI; Ali Naghi DEHGHAN
Journal Article
ANN-based empirical modelling of pile behaviour under static compressive loading
Abdussamad ISMAIL
Journal Article
Experimental study on pile-end post-grouting piles for super-large bridge pile foundations
Weiming GONG, Guoliang DAI, Haowen ZHANG
Journal Article
Fictitious soil pile model for dynamic analysis of pipe piles under high-strain conditions
Journal Article
Detection of damage locations and damage steps in pile foundations using acoustic emissions with deep
Alipujiang JIERULA, Tae-Min OH, Shuhong WANG, Joon-Hyun LEE, Hyunwoo KIM, Jong-Won LEE
Journal Article
Multi-camera systems for rehabilitation therapies: a study of the precision of MicrosoftKinect sensors
Miguel OLIVER,Francisco MONTERO,José Pascual MOLINA,Pascual GONZÁLEZ,Antonio FERNÁNDEZ-CABALLERO
Journal Article