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Forecasting Refugee of Debris Flow Using Multiple Regression Analysis Ming-Der Yang 1, a,Chun-Hao Shao1,b and Yi-Ping Chen2,c 1Department of Civil Engineering, National Chung Hsing University, 250 Kuokuang Rd., Taichung 402, Taiwan 2Department of Management,Da-Yeh University 168 University Rd., Dacun, Changhwa 515,Taiwan amdyang@dragon.nchu.edu.tw, bcharshao@hotmail.com, cypchen@mail.dyu.edu.tw Keywords:Refugee Population, Landslide, Evacuation Abstract.The purpose of this study is to build a prediction model for refugee population in the daytime based on the investigation on refugee population in 46 villages which are subordinate to Xinyi, Shuili, and Lugu Township in Nantou County, Taiwan.
Engineering Geology. 123: 91–99
“Development of a Method of Estimating the Number of People at Evacuation Centers in Case of Urban Earthquake Disaster.” 13th World Conference on Earthquake Engineering

Influence of the moving bottleneck on the traffic flow on expressway Qiaoru Li1, 2, a, Yuexiang Pan1, b, Liang Chen1, 2, c and Changguang Cheng1, d 1College of Civil Engineering, Hebei University of Technology, Tianjin, 300401 China 2Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401 China aqiaoruli129@hebut.edu.cn,bhebutpyx@126.com,ckarlchen@126.com,d changguang111@163.com Keywords: expressway, kinematic wave, moving bottleneck, traffic flow, VISSIM Abstract.
Qiang Fu:Computer Engineering and Applications.

Stabality Analysis of Deep Roadway Based on Coupled Thermo-Hydro-Mechanical Behaviors Qifeng Guo1,2,a, Fenhua Ren1,2,b and Zhaocai Zhang1,2,c 1School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China 2Key Laboratory of High-Efficient Mining and Safety of Metal Mines, Ministry of Education, University of Science and Technology Beijing, Beijing 100083, China aqifeng_024@163.com, brenfh2001@sina.com, czhangyicando@163.com Keywords: stress field, seepage field, temperature field, three fields coupled, stability analysis Abstract.
Study on Rock Mechanics in Deep Mining Engineering[J].
Chinese Journal of Rock Mechanics and Engineering, 2005,24(16): 2803-2813.

3D Geometrical Details Transfer with Cubic B-Spline Wavelet Wei Liua, Xionghui Zhoub and Qiang Niuc National Die & Mold CAD Engineering Research Center, Shanghai Jiao Tong University, China aliu-wei@sjtu.edu.cn, bxhzhou@sjtu.edu.cn, cqniu@sjtu.edu.cn Keywords: 3D models, detail, B-Spline wavelet, reuse Abstract.
Introduction The past ten years have seen the rapid development of 3D modeling tools, and many exquisite 3D models have been effectually applied in various systems such as for entertainment, engineering and scientific research, etc.
An Effective Texture Mapping Approach for 3D Models Obtained from Laser Scanner Data to Building Documentation, Computer-Aided Civil and Infrastructure Engineering, Vol.26(2011), p. 381 [9] Eliana S, Domenico V. 3D Texture Modeling of an Important Cycle of Renaissance Frescoes in Italy.

Load-Settlement（Q-s） Curves Fitting and Bearing Capacity Forecast of Piles with Expanded Branches and Plates Menghua Fan School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475001, China menghuafan@126.com Keywords: pile cast-in-situ with expanded branches and plates; Q-s curve; fitting; bearing capacity; forecast; Excel; trendline Abstract. 118 Q-s curves of piles cast-in-situ with expanded branches and plates bearing pressure load were fitted via trendline of Excel.
Introduction Pile with expanded branches and plates is a new type of pile in foundation engineering.
Zhang, Design and Construction and Engineering Applications of New Type Pile with expanded branches and plates, 2nd ed., Mechanical Industry Press, Beijing, 2007.

Study on Losses of Self-stress Created by Steel Fiber Reinforced Self-stressing Concrete Boxin Wang a, Henan Jin b and Teng Man c College of Construction Engineering, Jilin University, Changchun 130026, China aboxinwang@jlu.edu.cn; bjinhenanking@126.com; cmanteng0520@gmail.com Keywords: losses of self-stress; long-term deformation; self-stressing concrete; restrict.
The results fully meet the requirements of practical engineering for the self-stress value.
Sun, Effective modulus method of concrete creep, China Civil Engineering Journal, Vol. 26 3 (1993) 66-68

Apparatus manufactured by Metrocom Engineering S.p.A. with a maximum capacity of 6000kN was used for the tests.
References [1] Russo, S. 2012, Testing and modelling of dynamic out-of-plane behaviour of the historic masonry façade of Palazzo Ducale in Venice, Italy, Engineering Structures, 46, 2013, 130– 139 [DOI 10.1016/j.engstruct.2012.07.032 [2] S.
Russo (2012), On the monitoring of historic Anime Sante church damaged by earthquake in L’Aquila, in Structural control and health monitoring, ISSN: 1545-2263, doi: 10.1002/stc.1531 [3] Milani, G., Russo, S., Pizzolato, M., Tralli, A., Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy, 2012, Open Civil Engineering Journal 6 (SPEC.ISS.1) , pp. 131-147 [4] G.

Introduction Folded plate structure is formed by the combination of flat thin-walled structure of a space, with inherent characteristics of plate and shell structures of their respective, covering an area of wide, the space, the overall performance is good, with good mechanical performance, handsome in appearance, construction convenient, to be able to solve practical engineering problems[1].
Special cross section stress test values in contrast to ANSYS finite element calculations.3mm thick truncated hip structure under 300N, 1-1, 2-2, 3-3, section measured stress values in the x direction and ANSYS finite value results, as shown in Fig.7- Fig.9: Fig.8 2-2 sectionσx Fig.9 3-3 sectionσx Conclusions Truncated hip structure model test and finite element calculation results are basically the same. truncated hip structure of the three sections along the x, y directions of maximum stress values appears the same location, both in the junction between the Board and the Boarded plate structure parts.Which, due to by concentrated Dutch contains of role 1-1 section Shang of stress to than other two a section of stress big many, in truncated hip roof and slope Panel junction Department of corner Department of location, displacement and stress value are is big, so the section that for structure damage of dangerous section, in actual engineering
Journal of civil engineering, 1995.In Chinese [3] YanYang:The mechanics performance test of the folded plate structure (a master's degree thesis). lanzhou jiaotong university, Lanzhou 2011

Study on the Property of Clinched Joint in similar-dissimilar sheets about Titanium Alloy Yue Zhang1, a, Xiaocong He1,b,*, Fulong Liu1,c 1Faculty of Mechanical and Electrical Engineering, Kunming University of Science and Technology, Kunming 650500, China azhangyuely2009@126.com, bXiaocong_he@163.com, cfulong08@126.com Keywords: Titanium alloy; Clinching; Mechanical property; Tensile-shear tests Abstract.
References [1] Jacek Mucha, Joining the car-body sheets using clinching process with various thickness and mechanical property arrangements [J], Archives of Civil and Mechanical Engineering，2011: 135-148 [2] Varis J P.
Engineering Fracture Mechanics73, 2006:178-190

Influencing Factors Research on Compaction Effect of Coarse Rubber Granule Asphalt Mixture Zhuo Zhang1,a 1 Shool of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing,400074,China azhangzhuotju@163.com Keywords: coarse rubber granule, asphalt mixture, compaction experiment, voidage.
Introduction Due to outstanding advantages in environmental protection and insufficient high temperature stability, rubber asphalt mixture has been gradually applied in road engineering[1-3].
References [1] Peng Yang, Xiaonig Zhang: Highway Engineering Vol. 34 (2009), p. 141-144,in Chinese