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Coupled Vibration Analysis of Vehicle-Bridge System for Jinsha River Bridge Xing HAN 1,a , Bing ZHU 1, b, Junping WANG 1,c, Guiman LIU 1,d 1 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China aemail,hanxing1122@163.com, bemail,zhubing126@126.com, cemail, jtjunpingwang@163.com demail,liu_guiman@163.com Keywords: Jinsha river bridge; coupled vibration; multi-body system dynamics; finite element method Abstract.
Numerical simulation model to analyze the coupling vibration between vehicle and bridge established in this paper, upon the engineering background of Jinsha River Bridge.
To calculate and analysis the dynamic response of bridge and vehicle-bridge, bridge model and Motor Car model were established by the finite method and multi-body system respectively in this paper, upon the engineering background of Jinsha River Bridge.

., LTD, Daejeon 305-343, Korea 2Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Korea (Corresponding Author) a jongp24@incheon.ac.kr Keywords: Viscoplasticity, Large deformation, Constitutive Model, Damage.
Large deformation problem under dynamic loading has been an issue for mechanical engineer and researcher who study continuum mechanics because of its complex behavior.

Elgadi 4,d 1 Department of Construction Engineering and Architecture, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia 2 School of Architecture, University of Liverpool, Leverhulme Building, Abercromby Square, Liverpool, L69 7ZN, United Kingdom. 3 Department of Construction Engineering and Architecture, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia 4 Department of Construction Engineering and Architecture, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia alokman@uthm.edu.my, bmsibley@liv.ac.uk, cizudin@uthm.edu.my, dElgadi.uthm@gmail Keywords: Bioclimatic, High-rise, Energy, Sustainable Architecture, Tropical Climate, Comfort.

Cogent Engineering, 6(1) (2019)
Arabian Journal of Science and Engineering, 44(10) (2019) 8545–8555
Concrete construction Engineering Handbook. 2nd Edition (2008).
“Studies Fly-ash based Geopolymer concrete”, Unpublished PhD thesis (2005), submitted to the Department of Civil Engineering, Curtin University of Technology, Australia
In IOP Conference Series: Materials Science and Engineering, 374, (2018) 012019

However, in the practical engineering, the determination of stiffness reduction in segmental joints according by their damages, and the incorporation of weakening segmental joints into the bearing capacity assessment for existing box girders were all worth further study.
Using the structural analysis system, namely Midas/Civil, a finite element model for this bridge was established, as showed in Fig. 1.
Calculation results showed that, significant deflection variation or increase could not be induced until there was extreme reduction in the order of magnitude in the stiffness of segmental joints, which was difficult to be formed in practice engineering.
Journal of Basic Science and Engineering, Vol. 20 (2012), p.286-295.

Coupled Fluid-mechanical Analysis of Deep Tunnel in Water-soaked Karst Stratum Xun Li1, a, Chuan He2, b and Guowen Xu 3,c 1,2,3School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, 610031, China ageocsulixun@126.com, bchuanhe21@sina.com, c253467503@qq.com Keywords: Water-soaked Stratum, Deep Tunnel, Coupled Fluid-mechanical, Waterproof and Drainage System.
Taking a railway shield tunnel as an engineering background, the water shut-off effect of grouting circle, minimum controlled discharge of tunnel and the water pressure of lining properties were studied.
Therefore, the strata of rich water seepage rule, grouting circle water plugging ability design, and tunnel minimum controlled discharge, become the engineering design issues that need to be resolved.

Design Method and Research of Adding Layers and Reinforcement of a Steel Structure Songyan Wang 1, a, Chengcheng Du 1 and JieZhu 1 1 College of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China awsy1010@sdjzu.edu.cn, bmooncake8013@163.com, czxfzj1010@163.com Keywords: Steel structure; Adding layers; Reinforcement; Bolts; Finite element Abstract.
Combined with practical engineering, this paper introduces the program of Laizhou department store building reinforcement project.

Taking structure strengthen of a large hotel as the engineering background, based on superposition principle, put forward the design method of concrete two-way slab strengthened with partially bonded steel plate.
References [1] Zhang Jiwen ;Teng Jinguang; Lv Zhitao; Huang Yulong The Behavior Two-way Reinfoced Concrete Slabs Externally Strengthened With Steel Plate To Subject Patch Load (China Civil engineering Journal, China 2002.04 p20~25) [2] Design Code for Strengthening Reinforce Concrete Structures (GB50367-2006) (China Building Industry Press, China ,2006) [3] Code for Design of Concrete Structures (GB50010-2010).

Requirements and solution of barrier-free measures upon architectonic – construction solution of kitchen and bathroom in a flat of special determination Alena Pernišová1, a * 1Department of Building Structures, Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovakia aalena.pernisova@stuba.sk Keywords: barrier-free, kitchen, bathroom Abstract.
He movers either alone or with his assistant, therefore the project engineer shall also consider the handling space for another person when designing the size of floor area.

Assessment of Mine Tailing and Quarry Dust as joint Concrete Aggregates Leopold Mbereyaho1,a*, Paul Claudel Kwizera1,b Tudor Bigabo Munyampundu1,c and Abdoul Karim Mutwarasibo1,d 1Department of Civil, Environmental and Geomatics Engineering, University of Rwanda, College of Science and Technology.
The purpose of this study was to search for an engineering solution to the above dual problem, analyzing the performance of both mine-tailings and quarry dust as potential replacements for ordinary aggregates in concrete.
Sci. & Engineering, (2016) 1-9
Earth Sci.& Engineering, 09 (2016)197-202
Shen, Geotechnical Special Publication (GSP)204, American Society of Civil Engineers, Reston, VA, USA, 2010, pp. 111 –117.