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Study on Statistical Parameters of Resistance of Steel Highway Bridge Reliability Design in China Kun Li College of Civil Engineering and Architecture, China Three Gorges University, University Avenue 8, Yichang, 443002, Hubei Provision, P.R.
It has been clarified in the GB/J50283-1999 Unified Standard for Reliability Design of Highway Engineering Structures (Hereafter refers to as Highway Uniform Standard) [2] that the design method of probability limit state based on the structure reliability is the general principle, thus it is imperative to establish a new national specification for steel highway bridge.
[2] Ministry of transport of China.GB/J50283-1999 Unified Standard for Reliability Design of Highway Engineering Structures.
[4] Guoxing Cheng: Journal of Chongqing Architecture Engineering Institute.

Optimization Research of construction Inventory Management on site Based on Inventory Theory Aijuan Zou (College of civil engineering and architecture, Southwest university of science and technology, Sichuan province mianyang China, 621010) aemai:oncekelly @126.com Keywords: construction materials, inventory management, stocks optimization.
And construction is easily affected by weather, seasons, engineering change notice and other factors.
(2) In the quantitative order, material engineer of contractor needs to estimate the material consumption speed and transportation time according to previous experience to confirm the control point order.
When the stocks are inferior to the predetermined control point, material engineer will give order notice to purchasing stuff.

The stable map is shown in Figure 3.Pick up the stable identification results, the results of modal parameters obtained in Table 1, and the results of the finite element method were compared in Fig.4~Fig.7 Table1 The results of experiment and calculation Modal order Test Frequency (Hz) Damping ratio (%) ANSYS Calculation (Hz) 1 1.150 2.23 1.089 2 1.250 0.59 1.114 3 1.600 7.12 1.522 4 2.575 1.59 2.705 5 3.250 1.44 3.351 6 3.650 1.27 3.636 Order/n 1 2 3 4 5 6 7 8 9 10 5 10 15 20 25 30 35 40 Frequency/Hz Fig.3 Recognition results of stable map Fig.4 The 1st~the 3rd mode shape (Modal Experiment) Fig.5 The 1st~the 3rd mode shape (ANSYS Calculation) Fig.6 The 4st~the 6thmode shape (Modal Experiment) Fig.7 The 4st~the 6th mode shape (ANSYS Calculation) The conclusion High-voltage transmission tower is extremely important lifeline power engineering facilities, ensure the main structure system in various
Shanghai: Shanghai Jiao tong University Press，2000 [2]Peeters B,De Roeck G.Reference Based Stochastic Subspace Identification in Civil Engineering.
Inverse Problems in Engineering,1999,Vol.00,pp.1~28
Mechanical Systems and Signal Processing,1999,13(6),855~878 [4]James G H,Carne T G,Lauffer J P.The natural excitation technique(NExT)for modal parameter extraction from operating Structural Engineering and Mechanics, 2004, 17(3-4):429~444

Seismic Behavior Analysis and Seismic Strengthening of Corner Joints without Seismic Details Haiyan Zhang 1,2,a, Jing Duan1,b and Xiaomei Chen1,c 1Department of Civil Engineering of South China University of Technology, Guangzhou 510640, P.R. 
Seismic strengthening methods of concrete joints in engineering currently includes: ① increasing column section, ② pasting CFRP method, ③Steel-bonded Reinforcement method, ④ Beam Haunch Strengthening method (Lu,2004).The Beam haunch strengthening method was adopted widely with the technology improvement of embedded steel bars, but studies on the effects of haunched beams on seismic performance of beam-column joints were few.
Journal of Zhengzhou University (Engineering Science), 2005, 26(4): 9-14 (In Chinese) [2] Zhang H.Y., Chen X.M., Duan J.
The 11th International Symposium on Structural Engineering, Guangzhou, 2010 [3] Lu H.L, LI S,M, JIN G,F.

Vibration Fatigue Analysis of the Structure under Thermal Loading Min Zheng1, a, Fan Shen*2,b, Pei Luo1,c 1Colllege of Civil Aviation, Nanjing University of Aeronautics and Astronautics, China 2 Institute of Vibration Engineering Research, Nanjing University of Aeronautics and Astronautics, China azhengminsf@163.com, bshenfanzm@163.com, cluopei01020229@gmail.com Keywords: Thermal loading; Vibration fatigue; Fatigue life; Thermal mode Abstract.
Corresponding Author Shen Fan, Institute of Vibration Engineering Research, Nanjing University of Aeronautics and Astronautics, 210016, Email: shenfanzm@163.com, Mobile: +8613705151962 References [1] Milan J Lucic: A Finite Element Study of Ball Grid Array Components in Common Aerospace Random Vibration Environments.
Master’s Thesis in Mechanical Engineering.
Bachelor’s Thesis in Vehicle Operation Engineering.

There are many researches studying this effect in field of seismic design, while little has been done on domain of the wind engineering because WGCE is too small to show in general tall buildings.
,Adams P F., Simplified Second-order Frame Analysis[J] Canadan Journal of Civil Engineering,1975,2(4):602-605
Joural of wind Engineering and industrial Aerodynamics, 2003, 91(9):1175-1198
Journal of Wind Engineering and Industrial Aerodynamics, 2005,93(3):217-242.

Test Study of Novel Buckling Restrained Brace Zhen Huang1,2,a, Zongjing Li2,b, Ting Ding3,c 1Jiangsu Province Key Laboratory of Structure Engineering, Suzhou 215011, China 2School of Civil Engineering, Southeast University, SiPaiLou 2, Nanjing 210096, China 3Jiangsu Posts&Telecommunications Planning and Designing Institute Co.
Acknowledgements This work was supported by the research fund of Jiangsu Province Key Laboratory of Structure Engineering, China, NO.
Spencer: Engineering Structures, Vol. 24(2002), p. 243-259

ABAQUS application in Civil Engineering [M].
Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008, GSP 181©2008 ASCE
Soil Dynamics and Earthquake Engineering, 2005, 25:811–825 [7] Christian Ledezma, Jonathan D.Bray.
Journal of Geotechnical and Geonevironmental Engineering. 2010, 136(3): 464-476

The Practice of Concrete Filled Steel Tube Piers to Bridges: A review Zhijing Ou (College of Civil Engineering, Fujian University of Technology, Fuzhou, 350108,China) sina99@163.com Keywords: concrete-filled steel tube (CFST), bridge, pier, laced column Abstract.
Engineering Science, Vol.9( 2007) , p.71(in chinese) [2] H.Zang,Y.M.Tu .
China Municipal Engineering, (2010)，p.34(in chinese) [3] Linhai Han.
Subgrade Engineering, (2010)，p.131 (in Chinese) [13] W.H.Liu, L.X.Li.

Collision Simulation and Analysis of Energy-Absorbing Box for Vehicle Ke Songa, Bangcheng Yangb Dept. of Engineering Mechanics, Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming 650500, China.
References [1] Wenlong Ying, Guoping Yang: Journal of Shanghai University of Engineering Science, Vol. 26 (2012) p.321
[3] Jinming Wan, Xiaofei Xu, Zhongming Xu: Chinese Journal of Automotive Engineering, Vol. 3 (2003) p.15