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Estimation of Tensile Capacity of Single Anchors Including Edge Effect Using Neural Networks Murat OZTURK Selcuk University, Civil Engineering Department, Konya, Turkey muratozturk@selcuk.edu.tr Keywords: neural network method, anchor, tensile capacity Abstract.
In recent years, artificial neural networks (ANN) approaches, which are a sub-field of intelligent systems, have been widely used to solve a variety of problems in civil engineering applications.
Ozturk, Prediction of Tensile Capacity of Adhesive Anchors Including Edge and Group Effects Using Neural Networks, Science and Engineering of Composite Materials, v. 20 (2013) 95–104

The Analysing of Coupled Bending Tosion and Shear-lag of Curved Box Girder Bridge Considering Prestress and Initial Curvature Jinli Qiao 1,2,a, Yong Jin 1,2,b , Wenling Tian1,2,c, Fan Li1,2,d 1 Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China 2 College of Civil Engineering, Hebei University of Technology, Tianjin, 300401,China aqiaojinli@126.com, bjyshasha@126.com, ctianwenling@hebut.edu.cn, dlifan@hebut.edu.cn Keywords: curved box girder, prestress, initial curvature, shear-lag effect, energy differential method Abstract：Based on the theory of thin-walled curved bar and considered the impact of initial curvature and prestress on the vertical flexure, the shear lag warp displacement function is replenished on the basic deformation of the curved box girder flange plate, for which the longitudinal dispersive function is utilized.
,ASCE,2001,127(1):71-79 [9] Zhijun Xiong, Qizhi Luo, Hongbiao Du et al.Mechanical Model of Thin-walled Curved Box Girders with Shear-lag Effect Based on the Coupled Relationship of Bend,Torsion and shear-lag[A].Journal of SiChuan University of Scienci and Engineering.2006,19(4):5-10.

The inspection method research on air voids of externally bonded FRP for strengthening concrete structures Haibin Xu 1,a, Zongcai Deng 2,b 1School of Civil Engineering , Henan Polytechnic University ,Jiaozuo 454003,China 2The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing100124, China aemail:xhb1979878@hpu.edu.cn, bdengzc@bjut.edu.cn Keywords: infrared thermal imager; FRP; delaminations ; air voids Abstract: Externally bonded FRP for strengthening concrete structures is widely used in concrete structures strengthening field.
References [1] Kaili Chen, Bangmei Wang and Yachao Lin: Bridge Engineering Appraisement ＆ Reinforcement Handbook(China Communications Press, China2009)(In Chinese) [2] Technical Specifications for Strengthening Construction of Highway Bridges(JTG/T J23—2008)(China Communications Press, China 2008) (In Chinese) [3] Jingmin Dai, Zijun Wang: Infrared Thermography Non-destructive Testing Thchnology and Its Application.

Comparative Study on the Embedded Energy in the Simple Masonry and Welded Bars Reinforced Masonry CODIȚĂ Alina-Mariana1,a*, ROMANESCU Elena Alina 2,b 1,2Department of Applied Mechanics and Civil Engineering University of Craiova Address: 107 Calea București st., 200512 CRAIOVA – Dolj, ROMANIA aalinacodita@yahoo.com, bromanescualinaelena@yahoo.com Keywords: embedded energy, reinforcement, reinforced masonry, welded bars Abstract.
Ceramic hollow bricks are engineering bricks manufactured at extremely high temperatures, forming a dense and strong brick, allowing the brick to limit strength and water absorption.
A., 2011, The Performances of the Reinforcement Procedures with Polymeric Grids of Brick Masonries, doctoral thesis, Technical University of Civil Engineering in Bucharest 2011 [4] Codiţă A.

The elastic analysis of finite ele ment to the shell of blast furnace under thermal - structural coupling Shanhua Xu 1.a, Xinlong Yang1.b,Jian Li2.c,Bin Shi1.d, Bin Qiu1.e 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China 2College of Civil Engineering .Tongji University ,Shanghai 200092,China a xushanhua@163.com, byangxinlong568@163.com,cljlgtu85@yahoo.com.cn dshibinxa@163.com, ehaoquzhe@yahoo.com.cn Keyword: the blast furnace shell; thermal - structural coupling; Analysis of finite element Abstract.
According to engineering experience, it has very small influence over the strength of blast furnace, so we can set up model without cooling holes.

Investigation on Mechanical Behavior of Hydrological Tower Hui Xiong1,2,a, Zhengliang Li1,2,b, Nuan Deng3,c 1College of Civil Engineering, Chongqing University, China 2Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University), Ministry of Education, China 3Scholl of Civil Engineering and Architecture, Chongqing University of Science & Technology, China amrxionghui@163.com, blizhengl@hotmail.com, cdengnuan@163.com Key words: Tower; Strength; Dynamic property Stability; Finite Element Abstract.
Luo, etc: Technical Regulation of design for tower and pole structures of overhead transmission line (China Electric Power Publications, Beijing 2002) [5] Jens Jacob Jensen, Gunnar Folkestad: Engineering Structures.

Introduction The composite T-beam has been widely applied in practical engineering.
With the development of civil engineering, the composite T-beam is used more and more widely[1-3].
In practical engineering, the displacements at the measuring nodes must be measured many times and the measuring displacement data of each time are all samples of .
Civil Eng.

Finite Element Analysis of Vertical Stress's Effect on Seismic Performance of Autoclaved Aerated Concrete Block Masonry Walls Huige Wu1,2,a，Jun Zhao3,b, Jie Gu4 1.College of Engineering, Shijiazhuang University of Economics, Shijiazhuang, Hebei, 050031 2.Hebei key laboratory of Sustainable Exploitation of Water, Shijiazhuang, Hebei, 050031 3.College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124 4.Department of Civil Engineering, Louisiana State University, USA, 70802 a .wx780419@sjzue.edu.cn b.jzhao0415@163.com Keywords: autoclaved aerated concrete, masonry, composite wall, seismic performance, finite element analysis, ABAQUS Abstract.

Analysis of Emission Reduction Measures of City Stormwater Runoff and facility size Yi Luo1, a, Xuemin Dai1,b and Hongjuan Wu2,c 1School of Energy and Environment Engineering,Hebei Institute of Architecture and Civil Engineering,Zhangjiakou,China 2School of Civil Engineering, Shijiazhuang Tiedao University,Shijiazhuang,China aluoyi0518@126.com, bdh416@126.com, cwuhj1980@163.com Keywords: Stormwater, runoff, emission reduction, facility size.

Simplified Analysis of Different Types of Slope Reinforcements in a Rigid Grid-Pile Composite Foundation WenFeng Huang1, a , HaiHong Mo1, b, YingGuang Fang1, c 1 Department of Civil Engineering, School of Civil Engineering and Transportation, South China University of Technology, 381# Wushan Road, Guangzhou, 510640, P R China a 15459190@qq.com, b cvhhmo@sina.com, c fangyg@scnu.edu.cn Keywords: soil mechanics, slope reinforcement, balance condition, geogrid, grass, revetment Abstract.
[5] Gong X.N: Guidelines of Design and Construction of Composite foundation, (China Communications Press 2003) (in Chinese) [6] Ministry of Transport of the people’s Republic of China: Technical specifications for design and construction of highway embankment on soft ground (JTJ 017-96), (China Communications Press, China 1997) (in Chinese) [7] Ministry of Water Resource of the People’s Republic of China: Standard for application of geosynthetic in hydraulic hydro-power engineering (SL/T 225-98), (China Water & Power Press 1998).