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Online since: June 2019
Authors: F. Ama Gonzalo, Mariano Molina, Covadonga Lorenzo, M.I. Castilla, Pulido D. Gomez, Millan J. Garcia, J.C. Sancho
Introduction
Prefabrication is a common feature in almost all contemporary buildings and civil engineering infrastructures, from single façade panels to complicated bridges [1].
Building Information Modelling and Offsite Construction in Civil Engineering, ARCOM: Loughborough, UK, 2013
Building Information Modelling and Offsite Construction in Civil Engineering, ARCOM: Loughborough, UK, 2013
Online since: August 2020
Authors: František Girgle, Petr Štěpánek, Ondřej Januš, Ivana Švaříčková, Vojtěch Kostiha
GFRP Reinforcement Behaviour under Multi-Axial Stress - Experimental Study
KOSTIHA Vojtěch1,a*, GIRGLE František1,b, JANUŠ Ondřej1,c,
ŠVAŘÍČKOVÁ Ivana1,d and ŠTĚPÁNEK Petr1,e
1Brno University of Technology, Faculty of Civil Engineering, Institute of Concrete and Masonry structures, Veveří 33/95, 602 00 Brno, Czech Republic
akostiha.v@fce.vutbr.cz, bgirgle.f@fce.vutbr.cz, cjanus.o@fce.vutbr.cz, dsvarickova.i@fce.vutbr.cz, estepanek.p@fce.vutbr.cz
Keywords: Fibre Reinforced Polymer (FRP) – internal reinforcement, combination of tensile and shear loading
Abstract.
Fig. 1 Dependence of the tensile load-bearing capacity on change of the angle of the resultant acting force, according to [1] Experimental Verification of FRP Reinforcement Behaviour Under Multi-Axial Stress One of the goals of the experimental program conducted at the BUT Faculty of Civil Engineering was to define the load-bearing capacity of the GFRP reinforcement under combined tensile and shear loading, and to verify the aptness of the relationship (1).
Fig. 1 Dependence of the tensile load-bearing capacity on change of the angle of the resultant acting force, according to [1] Experimental Verification of FRP Reinforcement Behaviour Under Multi-Axial Stress One of the goals of the experimental program conducted at the BUT Faculty of Civil Engineering was to define the load-bearing capacity of the GFRP reinforcement under combined tensile and shear loading, and to verify the aptness of the relationship (1).
Online since: October 2014
Authors: Milan Vlček, Karel Struhala, Luboš Sibilla, Pavel Kříž
Analysis of Damage to the Historic Roof Truss in Terms of Internal Environment
Luboš Sibilla1,a*, Milan Vlček1,b, Karel Struhala1,c, Pavel Kříž1,d
1Brno University of Technology, Faculty of Civil Engineering, Institute of Building Structures, Veveří 331/95, 602 00 Brno Czech Republic
asibilla.l@fce.vutbr.cz, bvlcek.m@fce.vutbr.cz, cstruhala.k@fce.vutbr.cz, dkriz.p@fce.vutbr.cz
Keywords: Relative Humidity, Wood Moisture, Fungal Occurrence, Structural Damage, Spreading of Insect
Abstract.
FAST-J-14-2504 of Brno University of Technology, Faculty of Civil Engineering.
FAST-J-14-2504 of Brno University of Technology, Faculty of Civil Engineering.
Online since: September 2013
Authors: Huan Qin Cai, Run Shan Bai, Jing Sun
Research on Environmental Protection, Energy-saving and Safety Characteristics of Plant Fiber Building
Huanqin Cai1, a, Runshan Bai1, b, Jing Sun1, c
1Dept of Civil Engineering, Hebei Institute of Architecture and Civil Engineering,
Zhangjiakou, 075000, China
azjkchq@163.com, bshsbrsh@163.com, Ckathy2001joy@126.com
Keywords: Plant Fiber Building, Green Ecology, Comfort and Energy-Saving, Safety and Firmness.
Online since: July 2011
Authors: Ting Ting Guo, Ying Li, Jing Zhou
Study on Environmental Construction of New Socialist Countryside in Beijing
Ying Li1 Tingting Guo2 Jing Zhou3
Key Laboratory of Urban Stormwater System and Water Environment
(Beijing University of Civil Engineering and Architecture), Ministry of Education, Beijing, 100044, China
liy@bucea.edu.cn1 247420322@qq.com3
Keyword: new socialist countryside, environmental construction, forestation communication
Abstract: According to the need of building strategies to develop new countryside, the paper made a study on environmental construction of new socialist countryside in Beijing.
Acknowledgements The Specific research of Beijing Institute of Civil Engineering and Architecture “Construction of new rural environment in Beijing and the sustainable use of resources”(100705403);Science and Technology Plan of Beijing Education Committee on Projects “Beijing Urban Ecological Research Evaluation Capacity”(KM201010016014); Beijing Academic Innovation Group in Urban Stormwater System and Water Environmental Eco-Technologies (PHR201106124) Reference [1] Huang Xiaoling.
Acknowledgements The Specific research of Beijing Institute of Civil Engineering and Architecture “Construction of new rural environment in Beijing and the sustainable use of resources”(100705403);Science and Technology Plan of Beijing Education Committee on Projects “Beijing Urban Ecological Research Evaluation Capacity”(KM201010016014); Beijing Academic Innovation Group in Urban Stormwater System and Water Environmental Eco-Technologies (PHR201106124) Reference [1] Huang Xiaoling.
Online since: October 2010
Authors: Zhong Mao He, Hong Xia Qiao, Hongfa Yu
Design and choose durability assessment parameter of concrete in salt soil region
Hong-xia QIAO 1, Hong-fa YU 1, Zhong-mao HE 2
1Qinghai institute of salt lakes,Chinese academy of sciences,Xining 810008,China
2Gansu science Research Institute of Civil Engineering, Lanzhou 730020, China
aemail:qiaohx7706@163.com, bemail: yuhongfa@nuaa.edu.cn, cemail: michael_8169@163.com
Keywords: Concrete; Durability; Assessment parameter; Design
Abstract: After the assessment targets on concrete durability were optimum designed rationally to be assessment parameters, the durability deterioration course of concrete in sulfate environment was characterized using designed assessment parameters.
GGBS: active GGBS B, production of Gansu Research Institute of Civil Engineering, 28 days compressive strength ratio is 82%, fineness (0.045 sieves) is 6%.
GGBS: active GGBS B, production of Gansu Research Institute of Civil Engineering, 28 days compressive strength ratio is 82%, fineness (0.045 sieves) is 6%.
Online since: May 2012
Authors: Du Yi Mo, Shuang Bei Li, Lin Jie Jiang, Li Xin Huang
Parameter Identification for Piezoelectric Material in a Piezoelectric Laminated Composite Beam Model
Shuangbei Li1, a, Linjie Jiang1, b, Duyi Mo1, c and Lixin Huang1, d
1School of Civil Engineering, Guangxi University, Nanning 530004, China
atmyb6464@163.com, bwlj351@163.com, cmdywinner@163.com, dgxuhuanglixin@163.com
Keywords: Parameter identification; Piezoelectric material; Laminated composite beam; Levenberg-Marquardt method
Abstract.
Due to their unique electromechanical coupling characteristics, piezoelectric materials, which are used as actuators and sensors, have been extensively integrated with structural systems to form smart structures in many fields, such as aerospace, automobile, civil engineering, etc.
Due to their unique electromechanical coupling characteristics, piezoelectric materials, which are used as actuators and sensors, have been extensively integrated with structural systems to form smart structures in many fields, such as aerospace, automobile, civil engineering, etc.
Online since: October 2010
Authors: Ho Chang, Kung Ching Cho, He Jun Peng, Tien Li Chen
Characterization of ZnO Nano-Coatings on Fibreboard
Ho Chang1, a, Tien-Li Chen2,b, Kung-Ching Cho3,c, and He-Jun Peng1,d
1Department of Mechanical Engineering, National Taipei University of Technology, No. 1, Sec.3, Chung Hsiao E.
Taipei 10608, Taiwan 3Department of Civil Engineering, Texas A&M University, College Station, TX 77843-3136, USA af10381@ntut.edu.tw, bchentl@ntut.edu.tw, ckccho@civil.tamu.edu, dt7408074@ntut.edu.tw Keywords: woodenware coating, ZnO nanoparticles, hardness, lightness, adhesion Abstract.
Taipei 10608, Taiwan 3Department of Civil Engineering, Texas A&M University, College Station, TX 77843-3136, USA af10381@ntut.edu.tw, bchentl@ntut.edu.tw, ckccho@civil.tamu.edu, dt7408074@ntut.edu.tw Keywords: woodenware coating, ZnO nanoparticles, hardness, lightness, adhesion Abstract.
Online since: December 2012
Authors: Rui Lang Cao, Shao Hui He, De Lian Gao
Numerical Modeling and Optimizing Construction Schemes for Transition Section Complex Structure of Large Scale Underground Railway Station and Tunnel
Ruilang Cao1, a, Shaohui He2, b and Delian Gao3, b
1 School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China
afinite@yeah.net, bumbrellas@yeah.net, cDeliangao@yeah.net
Keywords: large section, variable cross-section, rail tunnel, optimizing construction schemes, ABAQUS finite element analysis software.
The finite element method is a computational technique for obtaining approximate solutions to the partial differential equations that arise in scientific and engineering applications [3][4].
The excavation simulation of underground railway station engineering with ABAQUS[C]// Proceeding of Third International Conference on Modelling and Simulation.
Practical Rock Engineering[M].Zhengzhou: Yellow RiverWater Conservancy Press, 2002, In Chinese
Study on fuzzy-synthetical evaluation on stability of surrounding rockmasses of underground engineering and its application[D].
The finite element method is a computational technique for obtaining approximate solutions to the partial differential equations that arise in scientific and engineering applications [3][4].
The excavation simulation of underground railway station engineering with ABAQUS[C]// Proceeding of Third International Conference on Modelling and Simulation.
Practical Rock Engineering[M].Zhengzhou: Yellow RiverWater Conservancy Press, 2002, In Chinese
Study on fuzzy-synthetical evaluation on stability of surrounding rockmasses of underground engineering and its application[D].
Online since: October 2012
Authors: Kai Liu, Ming Jiang, Hai Ying Zhou
Introduction
The hydraulic climbing system for caliper type is a new type lifting system of heavy objects which is widely applied to the bridge engineering, the industrial and civil architecture, the petrochemical engineering and the horizontal moving of heavy objects[1].