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An Investigation on Flexural Behavior of Reinforced Concrete Beam with Textile Shiping Yin1, 2, a,Shilang Xu3,b 1State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Jiangsu, Xuzhou, 221008, China 2School of Mechanics & Civil Engineering, China University of Mining and Technology, Jiangsu, Xuzhou, 221116, China 3College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, 310058, China ayinshiping7808@yahoo.com.cn, bslxu@ziu.edu.cn Keywords: Textile-reinforced Concrete, Limiting the Crack, Reinforced Concrete Beam with Textile, Flexural Behavior.

The defect diagnosing method of existing bridges based on acceleration responses Xinquan WANG1, a, Shimin ZHANG1,b, Juan LIAO1,c, Yingsheng HUANG1,d, Xiankai WANG2,e 1Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China 2College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China awangxq@zucc.edu.cn, bzhangsm@zucc.edu.cn,cliaoj@zucc.edu.cn , dhuangys@zucc.edu.cn,exkwang417@163.com Keywords: wavelet transform, existing bridges, acceleration responses, eigencurve Abstract.
This paper select the abutment pile foundation(which locate in the southwest engineering K42 + 820 of the express highway circling Wenzhou) as the object.

Influence of Pedestrian Number on Vibration Serviceability of Footbridge ZHANG Jubing1,a, ZHANG Shaoxia 1,b and ZOU Ying 1,c 1School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, 100083, P.
In order to research into the characteristics of stochastic human footfall force, and to find out the relationship between the dynamic response of footbridges and the number of pedestrians, this research, taking a steel structure footbridge named Shuang'an East in Beijing as the engineering background, using the pilot edition of Anylogic® pedestrian simulation software to simulate the pedestrians' positions when the time is passing.
A three-dimensional full-bridge beam element model is established with Midas/Civil® software’s trial version, and some joined beam elements perpendicular to the bridge girder’s elements are employed to transfer the human footfall force to the main girder, forming a fishbone-like FEM model.
Vibrations in structures induced by man and machines.IABSEAⅡPC-ⅠVBH, Structural Engineering Documents.1987,(3)

Study on experiment of the wire rope bottom anchoring Xiguang Cui1,a, Wei Yang1,b and Jianwei Ding1,c 1School of Civil Engineering ,Shenyang Jianzhu University, Shenyang Liaoning, 110168,China a1364632076@qq.com, brogueyangwei@hotmail.com, cpdf18k@163.com Keywords: Wire rope, Structural adhesive, Anchoring, Performance Abstract.
From the researching we can notice this method has the advantages of remarkable reinforcement effect, environmental protection, fireproofing and anti-corrosion performance, which could be used in industrial and civil architecture reinforcement and reconstruction [2].
Railway Engineering, 2009, 2.
(In Chinese) [3] YaYong Wang, QiuLai Yao and Zhengguang Gong etc: High strength steel wire mesh and polymer mortar Zheng Chenggong Memorial hall in the application of reinforcement engineering [J].

Now engineer construction standardization association standard in china : TECHNICAL REGULATIONS　OF STRENGTHING CONCRETE STRUCTURE WITH CARBON FIBER　SHEET (CECS146:2003) come on , hereinafter referred as new regulation.
Fiber reinforcement polymers have been study key point in civil engineering at home and abroad.
Build renovation engineering process as follow: Structural inspection---reliability identification---scheme selection of reinforcement and reconstruction---construction organization design---construction---examine and receive Project profile The textile mill complex building is a complex building with modernization administrative office and production, which is 3 stories and cast-in-situ frame structure and part is 4 stories.
Axis framed girder of stories 2 and stories 3 were reinforced resisting shear according to RELIABILITY　STANDARD OF　PERFECTION of CIVIL ARCHITECTURE , that is GB　50292－1999.

Non-Destructive Tests as Durability Indicators in Cement Mortars with Pozzolanic Substitutions Rosalía Ruiz Ruiz1, a, *, Elia Mercedes Alonso Guzmán2, b, Wilfrido Martínez Molina2, c, Hugo Luis Chávez García2, d and Judith Alejandra Velazquez Perez1, e 1Master in Sciences in Environmental Engineering, Civil Engineering Faculty, Universidad Michoacana de San Nicolás de Hidalgo, Morelia, Michoacán, México, 58070 2Department of Materials, Civil Engineering Faculty, Universidad Michoacana de San Nicolás de Hidalgo, Morelia, Michoacán, México, 58070 aliaruizruiz17@gmail.com, beliamercedesalonso@gmail.com, cwilfridomartinezmolina@gmail.com, dhchavezenator@gmail.com, ejudithalejandra21@gmail.com Keywords: durability, non-destructive tests, mortars, pozzolans.

Simulation Analysis of Scour Impacts on the Dynamic Properties of A Bridge Structure Yibo Li1,a, Bin Peng1,b, Wei Zheng2,c, Rongliu Gu1,d and Chao Wang1,e 1School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China 2Jackson State University, Department of Civil and Environmental Engineering, Jackson, MS 39217-0168, USA aebomilano@gmail.com, bpengtj77@hotmail.com, cwei.zheng@jsums.edu, dzibing1989@126.com, e303599026@163.com Keywords: Scour impact; Dynamic properties; Simulation analysis Abstract.Many damages of bridge are caused by scour.
[3] S.Foti, D.Sabia, Influence of foundation scour on the dynamic response of an existing bridge: submitted to Journal of Bridge Engineering (2011)
[4] A.Ye, X.Zhang, Effects of riverbed scouring depth on the seismic response of bridges on pile foundations: submitted to China Civil Engineering Journal (2007)

The Experimental Study on Tensile Forces of Liner System Sifa Xu1, a, Minle Yao2,b 1College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou, China 2College of Civil Engineering and Architecture, Jiaxing University, Jiaxing, China axusifa@zjut.edu.cn, b 324010520@qq.com Keywords: Liner system.
The experiments in foundation engineering have been conducted as in-situ tests or small modeled tests in the laboratory.

Study on FEM Analysis of Multistory Steel Frame Structure and Its Optimal Design Ru Wang1,a, Long Qin2,b and Zhenqi Shao3 1,2,3 School of civil engineering, Xi’an University of Architecture & Technology Xi’an 710055, Shaanxi, China 2Dept. of Civil Engineering, Engineering College of Armed Police Force Xi’an 710086, Shaanxi, China awangru@xauat.edu.cn, b603937297@qq.com Keywords: steel frame; FEM; ANSYS; Optimal Design Abstract.
Case Analysis and Optimization A five-layer steel frame office building, indoor ± 0.000 of equivalent to an absolute elevation is 95.400; engineering durable life span is 2 years, earthquake intensity is 6 degrees, the fire-resistant rating is 2.
Using two different optimization methods have meant that the total steel quantity are reduced a lot from the table, and Cross-section dimensions after optimal design are in line with the requirements of design specifications, Improve the quality of engineering design.
Risk analysis of industrial structure under extreme transient loads[ J ].Soil Dynamics and Earthquake Engineering, 2004, 24 ( 4 ) :435～448 [2] Wang D, ZhangW H, Jiang J S.
Journal of Computing in Civil Engineering ,2004 ,18 (2) : 162-171 [5] Rajan S D , Chen S Y, An interactive tool for teaching multiobjective design optimization [C]//Proceedings of SEfASCE 13th Conference on Analysis and Computation , Structural Engineering World Congress , San Francisco ,1998 [6] Panier E.

Introduction In measuring typical vibrations of civil engineering structures the most common sensors are piezoelectric accelerometers acting in translational directions.
Recently special devices measuring rotational degrees of freedom appeared in modern seismic engineering and seismology [e.g. 1,2].
However in some areas of SHM, particularly for typical, civil engineering structures (e.g. reinforced concrete frames [8-10], buildings modeled as shear beams [3, 10] or masonry structures) it is not possible to localize damages in forms of such the simple ''cuts'', with localized stiffness losses.
Experimental set-up Before the angular rate sensors are used to monitor large reinforced concrete frames encountered in civil engineering it will be valuable to gain some experience in smaller scale.
[7] Zembaty Z., Kowalski M., Pospisil S., Dynamic identification of a reinforced concrete frame in progressive states of damage, Engineering Structures, 28 (2006) 668-681