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The monitoring and management of public lighting is a typical sector and important part of the civil work.
It allows the user to completely simulate target program, command set and on-chip & off-chip functions, which features abundant functions and low price and is the ideal platform for numerous engineers to develop the MSP430 microcontroller.
The experience in a relatively long period has proved that the designed controller features reliable running and sound real-time performance, and has a broad and bright application prospect in reducing public lighting management cost and improving civil services.
The Design of Intelligent Street Lamps' Monitoring Website Based on GIS [J].China Illuminating Engineering Journal, 2007, 18(4):70~74
Journal of Wuhan University of Technology(Transportation Science & Engineering), 2009,33(2):369~372

“Design of EHV steel tower transmission lines”, Journal of Structural Division, Proceedings American Society Civil Engineers, Vol. 88, No. 1, pp. 39–65
“Electric transmission tower design”, Journal of Structural Division, Proceedings American Society Civil Engineers, Vol. 94, No. 1, pp. 1–23
“Nonlinear analysis of transmission towers”, Engineering Structure, Vol. 14, No. 3, pp. 139–51
“Failure analysis of transmission towers”, Engineering Failure Analysis, Vol. 16, No. 3, pp. 1922–8
“Joint slip in steel electric transmission towers”, Engineering Structure, Vol. 25, No. 6, pp. 779–87

Analysis on Strengthening of Plant to slope soil under orthogonal states Junbin Gu Architecture and Civil Engineering School, Inner Mongolia University of Science and technology, Baotou, 014010, China gu613@163.com Keyword: the orthogonal states, plant, soil, strengthening Abstract.
In the traditional slope engineering, the slope processing mainly emphasizes the strength effect, and ignore the damage to the environment.
References [1]Dengpei ZHOU, Junyun ZHSANG.Plant slope protection engineering technology[M].China Communications Press,2003.7 [2]VAN BEEK L P H, WINT J, CAMMERAAT L H, etc.Observation and simulation of root reinforcement on abandoned Mediterranean slopes[J].
[3]Qinqin YU, Na QIAO, Haijing LU, XiaSong HU, etc.Research reinforcement effect of plant root on soil[J].Chinese Journal of Rock Mechanic and Engineering.2012.5,31(S1):3216-3222

The Vibration Influence on the Surrounding Ground by Four- Holes Parallel Tunnel Liang Chang a, Ying Luo b, Xiabing Liu c Department of civil engineering, Nanchang Hangkong University, Nanchang, 330063, China achangbing130@163.com, bxiyingluori@126.com, c982396803@qq.com Keywords: four-holes parallel tunnel, ground vibration, vibration rules Abstract: With the development of the times, the floor space has been unable to meet human requirements, but utilization of urban underground space has become a kind of choice to solve various problems.
This paper applies a kind of computer-aided Engineering, like ANSYS, to establish three-dimensional finite element model of four-hole parallel tunnel, Loading the subway train, and then calculating, finally analyzing rules of vibration of the surrounding ground of four-hole parallel tunnel when the subway is working.
Although there are many methods of tunnel, generally we can be divided into four categories: the empirical method [4], Analytic Method, computer-aided Engineering, the scene analysis.
This paper apply computer-aided Engineering to study the influence on the surrounding ground[5] caused by four- holes parallel tunnel.

Manning’s n value of bridge-in-backpack Ma Jing 1,a, YANG Ling Qiang 2.b 1School of Automation and Electrical Engineering, University of Jinan, Jinan, Shandong province, China 2School of Civil engineer and architecture, University of Jinan, Jinan, Shandong province, China Cse_maj@ujn.edu.cn ,bcea_yanglq@ujn.edu.cn Keywords:bridge; hydrolic, manning’s n; .
Ariyaratne(2011)[2] , Stefano Pagliara(2011)[3], and B.Mottahed(1996)[4] studied similar engineering phenomena, but there are not calculation of manning’s n or roughness ratio.
JOURNAL OF HYDRAULIC ENGINEERING © ASCE / MAY 2011 606-611 [3] Stefano Pagliara and Iacopo Carnacina.
JOURNAL OF HYDRAULIC ENGINEERING © ASCE / FEBRUARY 2011 pp254-262 [4] B.Mottahed.
Pp2515-2523,1996 [5] Corps of engineers.

The Structural Engineer, 90(4), 38–44
Proceedings of the Institute of Civil Engineers: Construction Materials, 162(3), 105–112
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 18(3), 472-476
Journal Of Materials In Civil Engineering, 16(5), 497-506
Minerals engineering, 15(12), 1131–1139

The direct solution on normal depth of an egg-shaped section tunnel Hui Wen Department of architecture and civil engineering , Huizhou University Huizhou, Guangdong, 516007, China wenhui-hzu@163.com Key words: hydraulics; egg-shaped section; normal depth; direct method Abstract: An egg-shaped is consisted of four parts: One arc bottom, two side circular arc arch and one circular arc roof umbrella arch.
So it is most commonly used in Foreign city sewage, rainwater pipeline engineering.
Conclusion The simple approximate formula has high accuracy, Within the suitable range of the engineering, the absolute maximum relative error is 0.675%.
It can satisfy the demand of practical engineering.
Water and Wastewater Engineering, 2008, 34(11): 42－43.

The contract period is 245 days and the project contents are civil engineering, decoration and installation of the construction drawings.
Cost control in the stage of construction The projects which have win the bid under the list valuation about engineering quantity have been made the cost basically determined, and it can be adjusted only when there is a design change or quantity change or engineering claim.
Beijing, China .building industry press, 2002 [3] Xianghua Shen: Construction engineering budget.
Wuhan, Wuhan university of technology press, 2003, 9 [4] Liping Zhang: Building engineering valuation basis [MI.
[6] Yanhui Sun: Introduction to construction engineering project entire process cost control and management [J].

Journal of Material in Civil Engineering, ASCE, 1992, 4( 3): 300-315
Materials in Civil Engrg., ASCE, 1997, 9(2), 65-69
Engineered lumber: LVL and Solid Wood Reinforced with Natural Fibres.
Riva del Garda, Italy: World Conference on Timber Engineering (WCTE 2010), 20-24 Jun 2010.
Structural performance of natural fibers reinforced timber beams, Proc. of the 6th International Conference on FRP Composites in Civil Engineering (CICE 2012), June 13-15, 2012, Rome, Italy

Effects of Anti-graffiti Protection on Concrete Durability NETO Elsa1,a, SOUTO Ana2,b, CAMÕES Aires1,c, BEGONHA Arlindo3,d and CACHIM Paulo4,e 1 C-TAC, Department of Civil Engineering, University of Minho,4800-058 Guimarães, Portugal 2 Department of Civil Engineering, University of Minho, 4800-058 Guimarães, Portugal 3 Faculty of Engineering, University of Porto, Rua Dr.
Roberto Frias, s/n, 4200-465 Porto, Portugal 4 Department of Civil Engineering/Labest, University of Aveiro, 3810-193 Aveiro, Portugal aelsaneto@ua.pt, ba51310@alunos.uminho.pt, caires@civil.uminho.pt, dabegonha@fe.up.pt; epcachim@ua.pt Keywords: heritage, preservation, anti-graffiti protection, durability.
Key Engineering Materials.