Search | Engineering

Subscribe Submit

Home Journals Focus Achievement Fronts About Us 中文版

Resource Type

Journal Article 381

Year

2023 30

2022 28

2021 32

2020 24

2019 32

2018 13

2017 15

2016 32

2015 15

2014 17

2013 19

2012 15

2011 9

2010 20

2009 15

2008 21

2007 14

2006 8

2004 2

2002 4

open ︾

Keywords

composite 16

foundation 9

Software-defined networking (SDN) 6

bearing capacity 4

mechanical properties 4

concrete 3

different 3

offshore wind farm 3

suspension bridge 3

3D finite element 2

Controller placement 2

DX pile 2

Decision making 2

Decision network 2

FEM 2

Microbial community 2

Sulfamethoxazole 2

Trimethoprim 2

adsorption 2

open ︾

Search scope:

排序： Display mode:

Model test of stone columns as liquefaction countermeasure in sandy soils

Mengfei QU,Qiang XIE,Xinwen CAO,Wen ZHAO,Jianjun HE,Jiang JIN

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 4, Pages 481-487 doi: 10.1007/s11709-016-0355-9

Abstract: The shaking table model test was conducted to investigate earthquake resistant behavior of stone columnsThe test results show that when acceleration is less than 0.20 g, composite foundation is not liquefiedcolumn composite foundation is not.It is suggesting that reinforcement scale of stone column foundation should be widened properly.The designed stone column composite foundation meets the requirements for seismic resistance.

Keywords： stone column composite foundation seismic liquefaction shaking table test

HTML PDF Collect

Shaking table test of composite foundation reinforcement of saturated silty soil for high speed railway

JIANG Guanlu, LIU Xianfeng, ZHANG Jianwen, ZHAO Ruyi

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 3, Pages 353-360 doi: 10.1007/s11709-007-0047-6

Abstract: composite foundation and cement fly-ash gravel (CFG) column-net composite foundation on the saturatedcomposite foundation to improve the anti-liquefaction ability of the ground, and that shear displacementof the ground can be reduced greatly by the compacted gravel column-net and CFG column-net compositeof foundation and subgrade can be reduced greatly by the compacted gravel column-net and CFG column-netcomposite foundations to improve the aseismatic property of the foundation and subgrade.

Keywords： large-scale CFG column-net amplifying displacement subgrade

HTML PDF Collect

Testing of a full-scale composite floor plate Article

Dennis Lam, Xianghe Dai, Therese Sheehan

Engineering 2019, Volume 5, Issue 2, Pages 223-233 doi: 10.1016/j.eng.2018.11.021

Abstract:

A full-scale composite floor plate was tested to investigate the flexural behavior and in-plane effectsof the floor slab in a grillage of composite beams that reduces the tendency for longitudinal splittingslab due to the restraining action of the floor plate, which was held in position by the peripheral composite

Keywords： Floor plate test Composite beams Edge beams Eurocode 4 In-plane effect Column removal Robustness

HTML PDF Collect

Dynamic analysis of composite beam subjected to harmonic moving load based on the third-order shear deformation

Mohammad Javad REZVANIL, Mohammad Hossein KARGARNOVIN, Davood YOUNESIAN

Frontiers of Mechanical Engineering 2011, Volume 6, Issue 4, Pages 409-418 doi: 10.1007/s11465-011-0245-8

Abstract: The beam is made of laminated composite, and located on a Pasternak viscoelastic foundation.Also, the effects of two types of composite materials, stiffness and shear layer viscosity coefficientsof foundation, velocity and frequency of the moving load over the beam response are studied.

Keywords： timoshenko composite beam pasternak viscoelastic foundation third-order shear deformation theory (TSDT

HTML PDF Collect

Displacement and force analyses of piles in the pile-caisson composite structure under eccentric inclined

Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0957-y

Abstract: A novel anchorage for long-span suspension bridges, called pile-caisson composite structures, was recentlyThis study aims to investigate the displacement and force behavior of piles in a pile-caisson compositestructure, and distribution of soil layers on the performance of the pile-caisson composite structureIn addition, increasing the burial depth of the pile-caisson composite structure can assist in reducingthe displacements and improving the stability of the pile-caisson composite structure.

Keywords： composite structure piles foundation suspension bridge 1g model test finite-element analysis

HTML PDF Collect

Special Column on

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 4, Pages 323-324 doi: 10.1007/s11709-014-0288-0

HTML PDF Collect

Simulation of bubble column reactors using CFD coupled with a population balance model

Tiefeng WANG

Frontiers of Chemical Science and Engineering 2011, Volume 5, Issue 2, Pages 162-172 doi: 10.1007/s11705-009-0267-5

Abstract: This article gives a selective review of the modeling and simulation of bubble column reactors using

Keywords： bubble column computational fluid dynamics bubble breakup and coalescence population balance model bubble

HTML PDF Collect

Special Column on Multiscale Stochastic Finite Element Method

Frontiers of Structural and Civil Engineering 2015, Volume 9, Issue 2, Pages 105-106 doi: 10.1007/s11709-015-0297-7

HTML PDF Collect

Special column: solar energy conversion

Yun Hang HU, Fangming JIN

Frontiers in Energy 2019, Volume 13, Issue 2, Pages 205-206 doi: 10.1007/s11708-019-0636-9

HTML PDF Collect

Manufacturing——Footing Stone of Modernization

Song Jian

Strategic Study of CAE 2002, Volume 4, Issue 10, Pages 1-10

Abstract: equipment manufacturing is the pillar of industrialization, the major stage for technical advancement, the foundation

Keywords： manufacturing industry industrialization modernization China

HTML PDF Collect

Torsional vibrations of a cylindrical foundation embedded in a saturated poroelastic half-space

Dazhi WU,Lu YU

Frontiers of Structural and Civil Engineering 2015, Volume 9, Issue 2, Pages 194-202 doi: 10.1007/s11709-015-0292-z

Abstract: Considering the interactions between an embedded foundation and saturated soil, the torsional vibrationsof a cylindrical foundation embedded in a saturated poroelastic medium are analyzed in this paper.Both a rigid foundation and an elastic foundation are considered.Assuming both the side surface and the bottom surface of the foundation are perfectly bonded to soil,of an embedded cylindrical foundation are presented.

Keywords： embedded foundation saturated soil rigid foundation elastic foundation torsional vibration

HTML PDF Collect

Seismic tests of post-tensioned self-centering building frames with column and slab restraints

Chung-Che CHOU, Jun-Hen CHEN

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 3, Pages 323-334 doi: 10.1007/s11709-011-0119-5

Abstract: This paper presents a methodology for evaluating the column restraint and beam compression force basedon the column deformation and gap openings at all stories.

Keywords： post-tensioned frame frame expansion column restraint sliding slab frame test shake table test

HTML PDF Collect

Experimental and numerical analysis of beam to column joints in steel structures

Gholamreza ABDOLLAHZADEH, Seyed Mostafa SHABANIAN

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 4, Pages 642-661 doi: 10.1007/s11709-017-0457-z

Abstract: formability under extreme loads such as earthquakes are the primary challenges in the modeling of beam-to-columnneural network methods have been presented in order to model the complex hysteresis behavior of beam-to-columnof the neural network, the experiments were carried out on samples with real dimensions of beam-to-columnthe combinational modeling is able to display the complex narrowed hysteresis behavior of the beam-to-column

Keywords： beam to column connections experiments component method neural network model combinational modeling

HTML PDF Collect

Modelling of dynamic contact length in rail grinding process

Shaodan ZHI,Jianyong LI,A. M. ZAREMBSKI

Frontiers of Mechanical Engineering 2014, Volume 9, Issue 3, Pages 242-248 doi: 10.1007/s11465-014-0305-y

Abstract: First of all, it’s important to analyze the contact length between the grinding stone and the railMoreover, it’s needed to build up models of railway vehicle unit bonded with the grinding stone

Keywords： rail grinding contact length dynamic model Hamiltonian system grinding stone rail grinding car

HTML PDF Collect

Investigation of the interior RC beam-column joints under monotonic antisymmetrical load

Fei GAO, Zhiqiang TANG, Biao HU, Junbo CHEN, Hongping ZHU, Jian MA

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 6, Pages 1474-1494 doi: 10.1007/s11709-019-0572-0

Abstract: The paper presents numerical findings of reinforced concrete interior beam-column joints under monotonicshear force and thus to increase the shear capacity, prevent the outward buckling of steel bars in column

Keywords： RC beam-column joint reinforcement ratio in joint core axial compression ratio finite element test