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Gorshkov: The energy efficiency in the field of construction: questions of norms and standarts and solutions for the reduction of energy consumption at buildings, Magazine of Civil Engineering, 1 (2010) рр. 9-13
Petrichenko: Nonsteady filtration in a uniform soil mass, Power Technology and Engineering, (2012) pp. 1-3
Bukhartsev: Problem of filtration in a uniform rectangular soil mass is solved by variational principles, Power Technology and Engineering, 46 (3) (2012) pp. 185-189
Petrichenko: Approximation of the depression curve of the inflow to an ideal trench, Power Technology and Engineering, 44 (5) (2011) pp. 374-377
Kandakzhi: Some principles of combustion of homogeneous fuel-air mixtures in the cylinder of an internal combustion engine Journal of Engineering Physics, 59 (6) (1990) pp. 1539-1544

Numerical Simulation Analysis of Mechanical Properties of Square Steel Tubular High-strength Concrete Inner Set CFRP Round Pipe Flexural Members under Reciprocating Loads Debin Ren1.a, Shuang Li1,b,Simeng Chang1,c and Wei Pei1,d (School of Civil Engineering ,Shenyang JianzhuUniversity,Shenyang,110168,Liaoning,China) acedbren@sjzu.edu.cn,blslishuang@126.com, ccsmchangsimeng@126.com,dpwpeiwei@126.com Keywords: finite element method；flexural member；CFRP round pipe；High-strength concrete; hysteretic curve Abstract.
Introduction With modern engineering structure becoming towering, large span, heavy load-carrying, Square Steel Tubular concrete is increasingly widely applied.
Calculation of bearing capacity of concrete filled steel rectangular hollow sectional compression-bending members under cyclic loading[J]Earthquake Engineering ang Engineering Vibration,2003,23(5):125-129 [6] Yao Zhong,Han Linhai.
Tests of hysteresis behaviors of concrete filled steel tubular beam-columns with square sections[J] Earthquake Engineering ang Engineering Vibration, 2001, 21(1):74-79

Research on the Dynamic Deformation Characteristics of Tailings silt in Zhuziqing Tailings Dam Xie Jianbin1,a, Liu Wenlian2,3,b, Shi Linhua4,c, Zhang Guohai3,d, Zhang Jie3,e 1Department of Civil Engineering, Yunnan University, Kunming, 650091, P.R.China 2College of Architectural Engineering, Kunming University of Science and Technology, Kunming, 650093, P.R.China 3Kunming Prospecting Design Institute of China Nonferrous Metals Industry, Kunming 650051, P.R.China 4Huaneng Lancang River Hydropower Co., Ltd., Kunming, 650214, P.R.China akmxiejb@sina.com,blwenl702@sina.com, c695705490@qq.com, d326582531@qq.com, e240427589@qq.com Keywords: Tailings Dam, Tailings silt, Dynamic deformation characteristics, liquefaction Abstract: In this paper, it has been studied that types and mechanical properties of tailings silt in Zhuziqing tailings dam based on the Zhuziqing tailings’ deposition characteristics, particles size distribution test, physical and mechanical properties test.
According to the “Technical code for geotechnical engineering of tailings embankment” (GB50547-2010), tailings deposited in Zhuziqing tailing pond are tailings silt, and the particles size distribution is continuous and graded well.
[4] Zhou Yangyang, Fei Weishui, Liu Wenlian, etal: Science Technology and Engineering, Vol. 10, No.11 (2010), p.2595-2600
[5] Wang Ping, Hu Zaiqiang, Tian Chunliang and Li Zhaowei: Journal of Water Resources and Architectural Engineering, Vol.8, No.1 (2010), p. 53-59
[6] Ji Yao, Ze Li and Huiyun Wang: Subgrade Engineering, Vol.2010, No.4 (2010), p.47- 49

The length optimization of non-stayed cable segment to low-pylon cable-stayed bridge Hongtao Bi 1,a Yan Li2,b 1 Architecture and Civil Engineering, Harbin University of Science and Technology, Harbin, China, 150090 2 School of Transportation Science and Engineering, Institute of Harbin Institute of Technology, Harbin, China, 150090 a tianlei6408@163.com, b liyan2011@hit.edu.cn Keywords: Low-pylon cable-stayed bridge; Numerical analysis; Mechanical properties; Length of non-stayed cable segment ABSTRACT: An optimization model was proposed in order to investigate the effect of the non-stayed cable segment length on the performance of a low-pylon cable-stayed bridge.
Designer can choose the appropriate optimize form according to the specific characteristic of the structure. 3 Engineering examples 3.1 Project Overview.
In engineering practical, we can analysis the influence of non-stayed cable segment beside pylon on the whole structural mechanical behaviors.
Under the background of engineering practice, we can analysis the influence of non-stayed cable segment length in the middle of mid-span (Lm) and end of side-span (Lv) on the whole structural mechanical behaviors.
Journal of railway engineering society, 2005 (4): 39~42

Advanced in Structural Engineering 2016; 19(3):546-559
Engineering Structures 2015; 105:77-86
Journal of Structural and Constructional Engineering 2001; 547:129-136
Concrete Engineering. 2006, 44(11): 51-57 [in Japanese]
Proceedings of Ninth World Conference on Earthquake Engineering, Tokyo, Kyoto, Japan, 1988: 605-616.

ACSE Transportation Engineering, 2004, 438-443
Theory of Composite Foundations and Engineering Applications.
China Civil Engineering Journal, 2005, 38(3):77-80(in Chinese)
ASCE Geotechnical Engineering for Transportation Projects, 2004, 1395-1402
Journal of the Geotechnical Engineering Division, ASCE, 1978, 104: 1465–1488

Engineering and Structural Dynamics, 1996, 25: 31-46
Journal of Structural Engineering, 1999, 45A: 947-956
Earthquanke Engineering and Structural Dynamics, 2003, 32: 1259-1274
Earthquake Resistant Engineering and Etrofitting, 1987, 3(4): 20-26
World Information on Earthquake Engineering, 2000, 16( 2): 47-51

Study on Common Problem and the Design of Granary Railway Canopy Qi Xia Liu 1,2,a Yang Zhao1,2,b 1School of Civil Engineering and Architecture, Wuhan University of Technology Hubei Wuhan China, 2Civil Engineering and Architecture College, Henan University of Technology Henan Zhengzhou China aliuqixia65@163.com, b594182854@qq.com Keywords: Railway canopy; Arched ripple steel roof structure Abstract.
The investment amount of grain construction engineering is usually tens of millions, among which, because of a large building area for the granary canopy, its engineering cost is 450 Yuan per square meter. for example: Shanghai Waigaoqiao railway canopy has a span of 39m , a length of 312m, area of 11794 square meter, using the profiled steel sheet roof.
Most of horizontal thrust is usually balanced by installing the pull rod on the top of ring beam of brick wall in canopy engineering.
According to engineering design convention, when the use of independent foundation or strip foundation, the edge of the foundation is usually not allowed to detach form the foundation, which meets the equation e≤b/6; when e> b/6, anti-pull pile foundation will be considered.
Considering of snow load of 50 year frequency for granary in different area, the value of constant load is 0.3kN/m2, live load is 0.4kN/m2, basic wind pressure is 0.55 kN/m2, basic snow pressure is 0.4~0.7 kN/m2 in the design of general engineering.

Gell, Materials Science and Engineering: A, 342 (2003) 120-130
Munz, Materials Science and Engineering: A, 333 (2002) 351-360
Petrus, Materials Science and Engineering: A, 245 (1998) 182-190
Gell, Materials Science and Engineering: A, 419 (2006) 50-58
Hyde, Engineering Failure Analysis, 27 (2013) 150-164

The Information Technology Analysis In The City Preventing -Draining Waterlogging And Early Warning System Er Ming Ou Yang1,a, Yong Shi1, b 1School of Civil Engineering and Architecture, Nanchang University, Nanchang, China a57191977@qq.com,b411942091@qq.com Keywords : Information technology, ZigBee , SDSS , GIS , Preventing -draining waterlogging .
Dynamic Simulation, Guide the City Drainage Engineering Construction and Forecast Flood of caused by Rainstorm.
With the further development of engineering knowledge, data mining and other related technology, SDSS technology will play an important role in spatial planning, management and decision making.
To Guide the City Municipal Engineering Construction and Improve the City Environment.
[8] Wenqi Shi,Weiming Shao and Jukang Lu: Computer Engineering and Applications,Vol.2 (2002) No.8,p.208.in Chinese