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[2] Song Jinghua,Zhao Bin,Xiong yan,Guo Xisheng,Quantitative Analtsis of Influencing Factors for Settlement Generation,Journal of Civil,Architectural ＆Environmental Engineering,Vol.31 No.2,Apr. 2009,P110-115 [3] Hillier B.
[4] Zhu Qing,Liu Hui, Geographic Information System of Digital city, [M]．Wuhan: Wuhan University Press,2004 [5] Liu Binyi,Towards Sustainable Planning and Design──Systematization of Environmental Engineering for Human Settlements, Architecture Journal ,1997，(07)：4-7 [6] Liu Binyi,Studies on Human Inhabitation and Settlement Environment,Urban Planning Forum,1996,（04）：5-11

Testing of Precast Lightweight Foamed Concrete Sandwich Panel With Single and Double Symmetrical Shear Truss Connectors Under Eccentric Loading Noridah Mohamad1, a, Muhammad Hilmi Mahdi 2,b 1,2 Department of Structural and Material Engineering, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia, Batu Pahat, Johor, Malaysia.

Evaluation of Mechanical Properties at Early Ages of Dry-mixed Self-compacting Concrete Peixiang He a, Xiushi Wang b, Jianguo Wang c School of Civil Engineering, Hefei University of Technology, Hefei, China ahpx@ustc.edu, bwxshfut@126.com, cjiangguow@hfut.edu.cn Keywords: dry-mixed self-compacting concrete; mix design; compressive strength; split tensile strength; size effect of strength Abstract.
The basic mechanical properties tests at early ages can be the basis for mechanical properties of flexural members and engineering applications.

Chung3,c 1 Department of Safety Health and Environmental Engineering, Central Taiwan University of Science and Technology, Taichung, 40601, Taiwan 2 Department of Civil Engineering, National Chung-Hsing University, Taichung, Taiwan 3 Formerly Doctoral Student, National Chung-Hsing University, Taichung, Taiwan a107059@gtrial.ctust.edu.tw, b*dmlue@dragon.nchu.edu.tw (Corresponding author), cptchung@yahoo.com.tw Keywords: Light-weight concrete, AISC, Concrete, CFT column.

Construction Technique of Cast-in-situ RC Grillage Shear Wall Building Formed with Thermal Insulation Hollow Blocks Weijing Zhang1, a, Qian Zhang2,b , Peiru Fu3,c 1,2College of Architecture and Civil Engineering, Beijing University of Technology, China, 100124 3 Beijing Daxing Hongguang Building Material Factory, China, 102600 azhangweijing@bjut.edu.cn, bzhang_qian1989@sina.cn, cfushihongguang@vip.163.com Keywords: lightweight insulation hollow block, grillage shear wall, construction technique Abstract.
References [1] Jiaru Qian: Architecture Technology Vol.39-1 (2008) p.17, In Chinese [2] Yinan Du, Weijing Zhang and Baochun Feng: World Earthquake Engineering Vol.26-2 (2010) p.136, In Chinese [3] Weijing Zhang, Yinan Du and Hongzhen Kang: Journal of Building Structures Vol.32-5 (2011) p.116, In Chinese [4] Weijing Zhang, Yinan Du and Jiaru Qian: Advanced Materials Research Vol.446-449 (2012), p. 672 [5] Lili Zhang, Jiayu Kan and Danlin Chen: Architecture Technology Vol.43-3 (2012) p.253, In Chinese [6] Baochun Feng: Architecture Technology Vol.39-1 (2008) p.8, In Chinese [7] CECS 338：2013, China Planning Press, In Chinese

Fiber Orientation Effect in the Dynamic Buckling of Debonded Regions in Laterally Loaded FRP Strengthened Walls Dvir Elmalich1,a and Oded Rabinovitch1,b,* 1 Faculty of Civil and Environmental Engineering, Technion – Israel Institute of Technology, Technion City, Haifa, Israel, 32000.
“Dynamic Geometrically Nonlinear Behavior of FRP Strengthened Walls with Debonded Regions, Journal of Engineering Mechanics, In press

GBAS Air-ground Irrelevant Error Monitoring Method and Its Application Jisi FANG 1, a, Yanbo ZHU 1,b and Zhipeng WANG 2,c 1 Aviation Data Communication Corporation, Beijing, China, 100191 2 School of Electronics and Information Engineering, Beihang University, Beijing, China, 100191 a fangjisi@163.com, bzyb@adcc.com.cn, cwzp_aaaa1984@163.com Keywords: GBAS, RFI, Multipath, Integrity Monitoring.
Reference [1] ICAO NSP (2010), GBAS CAT II/III development baseline SARPs, International Civil Aviation Organization [2] RTCA DO245A (2004) Minimum aviation system performance standards for the local area augmentation system (LAAS), Tech. rep., DO245A, RTCA [3] RTCA DO253C (2008) Minimum operational performance standards for GPS local area augmentation system airborne equipment, Tech.
Proceedings of the Institute of Electrical and Electronics Engineers Position Location and Navigation Symposium ’98, Palm Springs, CA

Evaluation on Quality of Cement Concrete in Pavement of Highway Le-Hua Yua, Shuang-Xi Zhoub and Wenwu Dengc Department of Civil Engineering, East China Jiaotong University, Nanchang, 330013, China ayulehuanc@tom.com, bgreen.55@163.com, c841113228@qq.com Key words: Highway; Pavement; Cement concrete; Flexural strength; Quality.
For the sake of engineering quality control during paving construction, concrete specimens in shape of 150×150×505(mm) right prism for test were obligated to prepare and cure under the same condition as paving concrete in field until 28 days, their flexural strength was been determined and used as representational parameter on quality of pavement concrete in construction situ, in accordance with Technical Specification [2].

Characteristics of Jointed Plain Concrete Pavement (JPCP) Built-in Temperature in Different Climate Conditions HU Changbin1,a, SUN Zenghua1,b, WANG Lijuan1,c 1College of Civil Engineering, Fuzhou University, Fuzhou, Fujian Province, P.
Journal of Transportation Engineering. 131(8):599-607, 2005

Lateral Stiffness Optimization in Structural Scheme Design of a Super High-rise Building in 0.30g Seismic Fortified Regions Xiaonong Duan1, a, Neng Tang2, b, Xueting Chen3, c, and Zhujuan Yang1, d 1College of Civil Engineering & Architecture, Hainan University, Haikou 570208, PR China 2School of Engineering Technology, Haikou College of Economics, Haikou 571127, PR China 3Hainan Yuanzheng Architectural Design and Consultant Co., Ltd, Haikou 570228, PR China aduanxnng@gmail.com, btalenttn@163.com, c410436550@qq.com, dzhujuan.yang@gmail.com Keywords: Lateral Stiffness, Wall Thickness, Story Drifts Control, Outrigger, Viscous Damper, Seismic Input Energy Dissipation Abstract.