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Research on the Appropriate Technology of Green Residences Design in Eastern Henan Xuemin Shi 1,a, Dan Zhang 2, b 1 School of Civil Engineering And Architecture of Henan University, in China 2 Survey Engineering Department of Yellow River Conservancy Technical Institute , in China ashixuemin@163.com, b wishyou2000@126.com Keywords Green Residences; Traditional Domestic Architecture; Design Strategies; Eastern Henan Abstract In early 2013, the State Council promulgated the "green building action plan" .This means that the green building will be implemented from the national level in the future and it is of great significance to reduce energy consumption and to promote the development of energy-saving, green and low carbon architecture.
The regional energy-saving design must satisfy the requirements of proper attention to the summer heat and the requirements of winter insulation in the “Thermal design code for civil buildings(GB 50176-93)”.While the architecture form and space in the regional residential structure fully reflect the unique local climate conditions in this area and show the ecological architecture thought in the plane layout, space structure ,construction technology and other aspects by adapting to the nature, exploiting the nature, protecting the nature and creating livable environment through the concise and practical way.
The construction of the regional residential usually depends on the local indigenous materials ,such as civil sand, grass bamboo and other natural local materials , which reflect the plain ecological consciousness.
Figure .3 The sustainable residential design schematic diagram-model 1 Figure .4 The sustainable residential design schematic diagram-model 2 ③ The new interpretation of traditional building material Traditional architecture were mainly built by local indigenous materials" which included the natural local materials, such as civil sand, grass bamboo and other local materials.

The changing of passenger flow volume and distribution of sharing when High speed railway speed reducing WANG Ying1, a, HAN Baoming2,b, ZHENG Bin3,c 1,2School of Traffic and Transportation ,Beijing Jiaotong University, China 3China Railway Engineering Consulting Group Co.
Calculating the share rate of passenger flow using Logit choice model The main public transportation way to travel between Guangzhou and Wuhan including the fastest speed of civil aviation, railway express train and high-speed railway, high speed railway can divide into G prefix train and the prefix D trainaccording to the different running speed.
Table 1 The main parameters of various modes of transport Travel mode Distance Speed(km/h) Price(￥) Running time(min) of civil aviation, 873 600 530 105 railway express train 1225 120 140 615 HSR （350km/h） 1068 350 490 183 （300km/h） 1068 300 463.5 213 (250km/h) 1068 250 320 256 Note: civil aviation fare from where to go to net flat peak fare, including airport tax and fuel costs, insurance costs The selection utility indexes are shown in table 2.
Calculation passenger flow partaking rates of civil aviation, high-speed railway, railway express with three cases of high speed railway train respectively 350km/h, 300 km/h and 250km/h, as shown in table 3.
Intemational Confereneeon Trans Portation Engineering[J], 2007, (11)

Back Analysis on Mechanical Deformation Parameters of Columnar Jointed Rock Mass Di Sheng-jie1, a, Zheng Wen-tang2, b , Zhang Jing-kui3, c 1 Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China 2 Guang Dong Electric Power Design Institute, Guangzhou, 510663, China 3College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China ablurtout@163.com, bwtzheng@hhu.edu.cn, czjkah@163.com Keywords: mechanical parameters; GRNN; back analysis; columnar joint; 3DEC Abstract.
The rock mass with polycrystalline aggregates is common geomaterial in civil and architectural engineering as well as hydraulic and hydro-power engineering.
Focusing on the rock mechanics and engineering problems of columnar jointed rock mass related to Baihetan hydropower project, analytical models and numerical method based on 3DEC are employed to study the mechanical parameters.
The approach used can provide solid basis for the practical engineering and it can be used as technical guidance for other similar parameters that were difficult to be determined.

The Approximate Analytical Method Based on Differential Equations for Solving Problems of Statically Determinate Beam and Rigid Frame Xiangdong Zhang1,a , Xin Gao1, b*, Lei Wang1,c 1College of Construction Engineering, Jilin University, China, 130026 axdzhang13@mails.jlu.edu.cn, bgao_xin@jiu.edu.cn, cwlei@jiu.edu.cn Keywords: Beam; Rigid Frame; Differential Equation; Approximate Analytical Solution Abstract.
With the application of computer technology in civil engineering more and more widely, it is important to find new methods suitable for computer programming to solve the engineering problems.
The result shows that this method is easy to be programmed and suitable for application in engineering and teaching. 1 Introduction In the theory of Structural Mechanics, there were several methods for analyzing the internal forces of statically determinate structure.
It is suitable for application in engineering and teaching.
Engineering Mechanics, 30 (2013) 11-14

A scientific criterion is provided for the vast number of the engineering technical personnel at the grass-roots level to easily and effectively judge if the locally-deformed stone arch bridges can conform to new specifications and requirements, so this study is of important social significance and practical engineering value.
The axial forces and bending moments of all control sections were solved using analysis software Midas Civil.
A finite element model was set up using MIDAS/Civil, and the internal force and the internal force change of the arch bridge under the actions of dead load, live load, and temperature load were calculated and analyzed after it was deviated from the designed arch axis.
Bridge Engineering [M].
A Fuzzy Expert System for Damage Assessment Using Genetic Algorithms and Neural Networks [J].Journal of Computing in Civil Engineering. 1996, 11: 37~45.

Calculation method for bearing capacity of foundation soil based on potential slip line theory Limin Li 1, 2, a, Guoxiang Zhang 2, b 1School of Civil Engineering and Construction Management, Hunan University of Science and Engineering, Hunan Yongzhou, 425100, China 2School of Civil Engineering, Central South University, Hunan Changsha, 410075，China ali-li-min@126.com, bgxzh@mail.csu.edu.cn Keywords: potential slip curve theory; bearing capacity of foundation soil; numerical integration; analysis of elastic-plastic finite element Abstract.
Through many examples and engineering tests, the proposed method has good comparability with other method, and it can take into account many influence factors, such as the width and embedded depth of foundation, soil gravity, layered soil and etc, and it can also trace the trend of soil failure development and make clear the failure mechanism of foundation soil.
[5] J.G.SIEFFERT, Ch.BAY-GRESS: Geotechnical Engineering, Vol.143 (2005), p.65-74

Finite-element Calculation for Thermal Stresses of Concrete Lining in Deep Alluvium Freezing Shaft Mingjing Li1, a, Hua Cheng2,b Chuanxin Rong3,c 1 College of Energy and Safety Engineering, Anhui University of Science and Technology, Huainan Anhui 232001, China 2 Anhui University, Hefei Anhui 230011, China 3 College of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan Anhui 232001, China almj201007@126.com, bhcheng@aust.edu.cn, c rongcx@mail.ustc.edu.cn Keywords: Freezing shaft lining, Thermal stresses, Shaft lining temperature, Concrete.
This paper makes a numerical calculation of the temperature and the thermal stress on freezing shaft lining by finite element methods and engineering monitoring.
However, a few studies has been done on concrete lining in deep alluvium freezing shaft.This paper attempts to make a numerical calculation of the temperature and thermal stress on freezing shaft lining by finite element method and engineering monitoring, in order to analyse the mechanism of thermal crack in outer shaft lining concrete at early age.
Vol.5 (1976), p.168 [4] Tu Hsiang-Te: Experimental Mechanics.vol.12 (1989), p.364 [5] Bofang Zhu: Thermal Stresses and Temperature Control of Mass Concrete (China Electric Power Press, In Chinese 1999) [6] Jianrong Zhang and Zhouqiu Liu: China Civil Engineering Journal.vol.9 (2006), p.39

Signal Processing and Engineering Application of Ground Penetrating Radar (GPR) based on Multi-wavelet Transformation Zhile Shu1,a, Shan Huang1,b, Baoxian Liu1, Ke Xu2 1 Xi-hua University, Architectural and Civil Engineering College, Chengdu, china 2 Jiujiang University, School of Civil Engineering and Urban Construction, Jiangxi, china, ashuzhile0608@126.com, b413416362@qq.com Keywords: CL4 multi-wavelet; Ground penetrating radar; Signal processing; MATLAB; Abstract.
Introduction As an efficient, non-destructive and rapid lining quality testing method, GPR (Ground Penetrating Radar, GPR for short) has been widely used and studied in the tunnel engineering in recent years [1-6].
Meanwhile, Fourier transformation reflects the overall characteristics of the signals, but can not describe the time-frequency local properties of the signals; but in the tunnel lining quality testing and advanced geological forecasting, the main concern is the local signals, such as the distress defects or the position and form of the unusual mutation; therefore, Fourier transformation is very difficult to satisfy the actual engineering requirements.
Fig.5 Cavity model sample Fig.6 Side view after filtering Fig.7 3D main view after filtering Fig.8 Side view Fig.9 3D main view Engineering application.
[3] Shu Zhi-le,Study on GPR Forward Simulation and Inversion of Tunnel Lining Cavity[D] Chongqing: school of Civil Engineering, Chongqing university. 2010.12:130-136

Strain variations in concrete subjected to cyclic freezing and thawing (2004) Thesis Submitted to University of Tokyo Department of Civil Engineering, Tokyo [7].
Kosior-kazberuk: Variation in fracture energy of concrete subjected to cycling freezing and thawing (2013)Arhives of civil and mechanical engineering, 13(2), pp.254-259
High-strength fiber concrete for industrial and civil construction (2012) Magazine of Civil Engineering, 34(8), pp. 61-66
Analiz vozmozhnosteĭ i praktika ispol'zovanija metodov nanotehnologii (2009) Magazine of Civil Engineering, 8(6), pp. 25-33
Next generation concrete on the basis of fine-grained dry powder mixes (2012) Magazine of Civil Engineering, 34(8), pp. 47-53

Chooseing suitable BIM software for engineering projects based on the fuzzy neural network evaluation model Jian Feng 1, a, Jianping Zhang 2,b and Shunping Gao 3,c 1,2,3College of Architectural and Civil Engineering, Kunming University of Science and Technology, Kunming, Yunnan, China a1483958470@qq.com,bkgzjp0246@sina.com,c quanqiutongxing@163.com Key words: BIM software, choose, fuzzy neural network evaluation model Abstract.
The adaptability of software and engineering projects Reliability: availability and mean time between failures, eg: the BIM software’s maturity.
Journal of Qingdao university (engineering and technology edition), 2009.06, 24 (2), p. 54.
[3] Peiqiang Xu, Engineering construction project bid evaluation method research [D].
Journal of industrial engineering and management, 2002.