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Spatial-temporal Analysis on Summer Heat Island Effect Based on Tests – With the Southeastern of Wuhan as an Example Xuesong Li1, a, Xinyu Tao2,b and Suli Zhang3,c 1School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan 2School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan 3School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan alblxslyh@163.com,b278644846@ qq.com, cwsnazdbzd@126.com Keywords: heat-island effect, mobile test, artificial energy consumption, underlying surface characteristics.

Discussion on the Influencing Factors of Deflection-Span Ratio at Failure in Prestressed Concrete Hollow Slab Xiuqin Cui 1,2,a, Huawei Zhao 2,3,b and Nan Zhao 4,c 1College of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan, Hubei, 430070, R.P, China 2College of Civil Engineering & Architecture, Jiaozuo University, Jiaozuo, Henan, 454000, R.P,China 3College of civil engineering & Mechanic, Huazhong University of Science, Wuhan, Hubei, 430074, R.P, China 4Jiaozuo Hongcheng construction Co., Ltd., Jiaozuo, Henan, 454000, R.P, China acuixiuqin@163.com, bzlsh5968@163.com,chnmezn@163.com Key words: numerical analysis; mid-strength spiral-rib steel wire; prestressed concrete hollow slab; deflection-span ratio at failure Abstract: The numerical analysis method is applied to simulate the whole process of bending.

Study on the shear behaviors of RC beams after freeze-thaw cycles CAO Dafu1 ZHOU Kaifu2 ZHOU Min3 GE Wenjie1*a WANG Biyuan1 1College of Civil Science and Engineering, Yangzhou University, Yangzhou 225127, China 2Engineering design institute, Yangzhou University, Yangzhou 225127, China 3 Wuxi Hydrology and Water Resources Investigation Bureau, Wuxi 214000, China aemail: gewj@yzu.edu.cn Keywords: freeze-thaw cycle; reinforced concrete beams; shear behaviors; experimental study Abstract.
Journal of Materials In Civil Engineering, 2010, 22:469-475
China Civil Engineering Journal, 2004, 37(4): 105-110

Discharge Assessment byUsing Integrated Hydrologic Model for Environmental Technology Development MohdFozi Ali1, a, Nor FaizaAbd Rahman1,b, Khairi Khalid1,c 1Faculty of Civil Engineering UniversitiTeknologiMARA,Malaysia a mohdfozi@salam.uitm.edu.my, bdoctor_cute84@yahoo.com, c khairikh@pahang.uitm.edu.my Keywords:GIS-SWAT interface;Langat River; river discharge and environmental technology.
AbdRahman, “Water quality measures using QUAL2E; A study on RoL project at Upper Klang River”, International Civil and Infrastructure Engineering Conference 2014, Kuching 22-24 Sept, 2013
Khalid, “An Assessment of Water Demand in Malaysia Using Water Evaluation and Planning (WEAP) System”, International Civil and Infrastructure Engineering Conference 2014, Kuching 22-24 Sept, 2013

Exploration on Service Learning by InformationTechnology Li Yunxiang, Jia Huihui, Ge Ruiqing and Bian Yuzhu Foreign Language Department HeBei Institute of Architecture and Civil Engineering ZhangJiakou, China E-mail: liyun_xiang2003@yahoo.com.cn Key words: service learning; IT; case study; comprehensive ability Abstract.
Subjects Thirty-nine third year students (aging from 21-24) who are civil engineering majors from the same department in Hebei Institute of Architecture and Civil Engineering served as participants in this study.

Nonlinear Finite Element Modeling of Concrete-filled Circular FRP Arch Tubes under Monotonic Loading Ying Wen1, a, Jing-guang Teng2,b , Tao Yu2 and Guan Lin2 1School of Civil Engineering, Central South University, Changsha, 410075, China 2Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China aywen_ce@csu.edu.cn, bcejgteng@polyu.edu.hk Keywords: composite arch, tubular member, FRP arches tube, FRP confinement, concrete Abstract.
Introduction Concrete-filled fibre-reinforced polymer (FRP) tube firstly emerged as an innovative and efficient hybrid system is gaining ever growing popularity in civil engineering constructions, such as high-rise buildings, sport stadiums and long span bridges, primarily due to their superior performance [1].

Dynamic Test and Analysis of Concrete Filled Steel Tube Arch Bridge Lixian Wanga, Shengkui Dib Lanzhou University of Technology, School of Civil Engineering , Lanzhou, Gansu,730050, China awanglxian@lut.cn, bdisk@lut.cn Keywords: Modal Analysis; Parameter Identification; Ambient Vibration; Arc Bridge Abstract.
It becomes a research focus in the academic and engineering of domestic, and international increasingly [1-3].
Fig.3 Measurement station arrangement on the deck of the bridge The bridge model based on Midas/civil software, the bar element model of the beam and entity unit model of the plate has been set up.
Midas/Civil software was used to calculate the frequency of the theoretical, bearing model was simplified when calculate with finite element method (FE).
Engineering Structures,2006,(28): P.912 [3] Alvandia A, Cremona C.

Pore characteristics of pavement concrete with nano-particles Mao-hua Zhang1,2 1 School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China 2 School of Civil Engineering, Northeast Forestry University, Harbin 150040, China.
In recent years, much attention has been paid to the applications of nano-materials in civil engineering, because nano-particles have many special properties such as huge specific surface area and high activity due to their small size.

The Evaluation to Influence Factors of Concrete Durability Based on Grey Correlation Degree Method Xiaoping Su1,a, Haoyue Sun2,b 1School of Civil Engineering, Changchun Institute of Technology, Changchun 130012, China 2Jilin Provincial Electric Power Survey and Design Institute, Changchun 130022, China asxp5400@163.com; bmingtian9562@126.com Keywords: Evaluation; Concrete Durability; Influence Factors; Grey Correlation Degree Method Abstract.
Advances in Civil and Structrual Engineering Ⅲ[C], the 3rd International Conference on Civil Engineering and Transportation, 2013: 1087-1091.Kunming, China

Research on Structural Present State and Damage Reasons of Ancient Tibetan Buildings Peng Li1, a, Na Yang2, b and Yang Wang3, c 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 3 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China a09115284@bjtu.edu.cn, bnyang@bjtu.edu.cn, c11121195@bjtu.edu.cn Keywords: Ancient Tibetan buildings; Damage; Cracking; Timber; External force Abstract.