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《结构与土木工程前沿(英文)》 页码 901-914 doi: 10.1007/s11709-023-0915-8
关键词: shield tunnel segment joint joint structural model failure mechanism
Yunlin LIU, Shitao ZHU
《结构与土木工程前沿(英文)》 2019年 第13卷 第5期 页码 1095-1104 doi: 10.1007/s11709-019-0538-2
关键词: PCS concrete side joint numerical simulation fiber-beam element joint model solid element joint model seismic behavior
Shaochun WANG, Xi JIANG, Yun BAI
《结构与土木工程前沿(英文)》 2019年 第13卷 第5期 页码 1200-1213 doi: 10.1007/s11709-019-0546-2
关键词: shield tunneling structural synthetic fiber concrete hand hole segment joint ultimate bearing capacity crack pattern
Dynamic characteristics of a magnetorheological pin joint for civil structures
Yancheng LI,Jianchun LI
《机械工程前沿(英文)》 2014年 第9卷 第1期 页码 15-33 doi: 10.1007/s11465-014-0283-0
Magnetorheological (MR) pin joint is a novel device in which its joint moment resistance can be controlled in real-time by altering the applied magnetic field. The smart pin joint is intended to be used as a controllable connector between the columns and beams of a civil structure to instantaneously shift the structural natural frequencies in order to avoid resonance and therefore to reduce unwanted vibrations and hence prevent structural damage. As an intrinsically nonlinear device, modelling of this MR fluid based device is a challenging task and makes the design of a suitable control algorithm a cumbersome situation. Aimed at its application in civil structure, the main purpose of this paper is to test and characterise the hysteretic behaviour of MR pin joint. A test scheme is designed to obtain the dynamic performance of MR pin joint in the dominant earthquake frequency range. Some unique phenomena different from those of MR damper are observed through the experimental testing. A computationally-efficient model is proposed by introducing a hyperbolic element to accurately reproduce its dynamic behaviour and to further facilitate the design of a suitable control algorithm. Comprehensive investigations on the model accuracy and dependences of the proposed model on loading condition (frequency and amplitude) and input current level are reported in the last section of this paper.
关键词: Magnetorheological pin joint hyperbolic hysteresis model experimental testing frequency dependence
《机械工程前沿(英文)》 2022年 第17卷 第2期 doi: 10.1007/s11465-022-0681-7
关键词: inverse kinematics Paden–Kahan subproblems three-joint subproblems product of exponential closed-form solution
Model validation for structural dynamics in the aero-engine design process
Chaoping ZANG, D. J. EWINS,
《能源前沿(英文)》 2009年 第3卷 第4期 页码 480-488 doi: 10.1007/s11708-009-0043-8
Sang I. PARK, Sang-Ho LEE
《结构与土木工程前沿(英文)》 2020年 第14卷 第6期 页码 1403-1417 doi: 10.1007/s11709-020-0666-8
关键词: structural calculation document bridge structure XML Schema matching weight factor data mining decision tree model
《机械工程前沿(英文)》 2022年 第17卷 第3期 doi: 10.1007/s11465-022-0688-0
关键词: precision milling dimensional accuracy cutting force convolutional neural networks coherent noise
Ali KARIMPOUR, Salam RAHMATALLA
《结构与土木工程前沿(英文)》 2020年 第14卷 第6期 页码 1331-1348 doi: 10.1007/s11709-020-0686-4
关键词: structural model validation eigenvalue problem response surface inverse problems
Large-scale model test study on the water pressure resistance of construction joints of karst tunnel
《结构与土木工程前沿(英文)》 页码 1249-1263 doi: 10.1007/s11709-023-0974-x
关键词: karst tunnel lining construction joint water pressure resistance large-scale model test numerical calculations
Gholamreza ABDOLLAHZADEH, Hadi FAGHIHMALEKI
《结构与土木工程前沿(英文)》 2018年 第12卷 第3期 页码 425-437 doi: 10.1007/s11709-017-0427-5
In recent decades, many public buildings, located in seismic-prone residential areas, had to grapple with abnormal loads against which the structures were unguarded. In this piece of research, an ordinary three dimensional reinforced concrete building is selected as case study. The building is located in an earthquake-prone region; however, it is designed according to seismic building codes. Yet, it is not shielded against abnormal loads, such as blasts. It is assumed that the building suffers a blast load, due to mechanical/thermal installation failure during or after intense seismic oscillations. These two critical incidents are regarded codependent and compatible. So the researchers developed scenarios and tried to assess different probabilities for each scenario and carried out an analysis to ensure if progressive collapse had set in or not. In the first step, two analysis models were used for each scenario; a non-linear dynamic time history analysis and a blast local dynamic analysis. In the second step, having the structural destructions of the first step in view, a pushdown analysis was carried out to determine the severity of progressive collapse and assess building robustness. Finally, the annual probability of structural collapse under simultaneous earthquake and blast loads was estimated and offered.
关键词: gas blast pushdown analysis progressive collapse annual probability of structural collapse 3D model of structure
Youliang DING, Aiqun LI
《结构与土木工程前沿(英文)》 2011年 第5卷 第3期 页码 374-380 doi: 10.1007/s11709-011-0122-x
关键词: structural health monitoring displacement expansion joint temperature effect wind effect traffic loading statistical process control suspension bridge
Estimation of flexible pavement structural capacity using machine learning techniques
Nader KARBALLAEEZADEH, Hosein GHASEMZADEH TEHRANI, Danial MOHAMMADZADEH SHADMEHRI, Shahaboddin SHAMSHIRBAND
《结构与土木工程前沿(英文)》 2020年 第14卷 第5期 页码 1083-1096 doi: 10.1007/s11709-020-0654-z
关键词: transportation infrastructure flexible pavement structural number prediction Gaussian process regression M5P model tree random forest
Impact analytical models for earthquake-induced pounding simulation
Kun YE, Li LI
《结构与土木工程前沿(英文)》 2009年 第3卷 第2期 页码 142-147 doi: 10.1007/s11709-009-0029-y
关键词: structural pounding Hertz model Kelvin model nonlinear damping coefficient of restitution
Liang-Jiu JIA, Tsuyoshi KOYAMA, Hitoshi KUWAMURA
《结构与土木工程前沿(英文)》 2013年 第7卷 第4期 页码 466-476 doi: 10.1007/s11709-013-0219-5
标题 作者 时间 类型 操作
Analytical algorithms of compressive bending capacity of bolted circumferential joint in metro shield
期刊论文
Finite element analysis on the seismic behavior of side joint of Prefabricated Cage System in prefabricated
Yunlin LIU, Shitao ZHU
期刊论文
influence of hand hole on the ultimate strength and crack pattern of shield tunnel segment joints by scaled model
Shaochun WANG, Xi JIANG, Yun BAI
期刊论文
Dynamic characteristics of a magnetorheological pin joint for civil structures
Yancheng LI,Jianchun LI
期刊论文
General closed-form inverse kinematics for arbitrary three-joint subproblems based on the product ofexponential model
期刊论文
Model validation for structural dynamics in the aero-engine design process
Chaoping ZANG, D. J. EWINS,
期刊论文
Heuristic solution using decision tree model for enhanced XML schema matching of bridge structural calculation
Sang I. PARK, Sang-Ho LEE
期刊论文
A hybrid deep learning model for robust prediction of the dimensional accuracy in precision milling ofthin-walled structural components
期刊论文
Identification of structural parameters and boundary conditions using a minimum number of measurement
Ali KARIMPOUR, Salam RAHMATALLA
期刊论文
Large-scale model test study on the water pressure resistance of construction joints of karst tunnel
期刊论文
Proposal of a probabilistic assessment of structural collapse concomitantly subject to earthquake and
Gholamreza ABDOLLAHZADEH, Hadi FAGHIHMALEKI
期刊论文
Assessment of bridge expansion joints using long-term displacement measurement under changing environmental conditions
Youliang DING, Aiqun LI
期刊论文
Estimation of flexible pavement structural capacity using machine learning techniques
Nader KARBALLAEEZADEH, Hosein GHASEMZADEH TEHRANI, Danial MOHAMMADZADEH SHADMEHRI, Shahaboddin SHAMSHIRBAND
期刊论文