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Probability Analysis and Risk Assessment about Vessel-Bridge Collision of Xihoumen Bridge Zi-hong YIN 1, a, Yuan-fu LI 2,b Yan LI 3,c 1College of Civil Engineering,Southwest Jiaotong University, Chengdu 610031, China 1Department of Civil Engineering, Emei Campus of Southwest Jiao tong University,Emeishan 614202, China 2College of Civil Engineering,Southwest Jiaotong University, Chengdu 610031, China 3Department of Civil Engineering, Emei Campus of Southwest Jiao tong University,Emeishan 614202, China a71yzh@163.com, byfl@swjtu.edu.cn, cyzhly1226@163.com Keywords: Xihoumen Bridge; Operation Period; Vessel-Bridge Collision; Probability Analysis; Risk Assessment Abstract.
References [1] Daitongyu, VCB and its risk analysis, Harbin Engineering University doctoral dissertation, 2002
[3] Pedersen PT, Collision risk for fixed offshore structures close to high-density shipping lanes, Journal of Engineering for the Maritime Environment, V216,2002, p.29-45
[5] Liang lei, Probability Model VCB, Logistics Engineering and Management, Vol2,2009,p.107-108
[7] Geng bo, Wang junjie, Fan lichu, Ship collision risk assessment system of the bridge overall study, Civil Engineering Technology,Vol5,2007,p.305-310.

Seismic Response Analysis of Long-span Bridge under Uniform and Traveling-wave Excitations Kai Yan Xu1, a, De Min Wei2,b and Can Liu3,c 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China Guangdong Communication Polytechnic, Guangzhou 510650, China 2 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China 3 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China Guangdong Communication Polytechnic, Guangzhou 510650, China axkywh@sohu.com, bdmwei@scut.edu.cn, clcgz@yahoo.cn Keywords: Seismic response, Long-span Bridge, Uniform excitation, Traveling-wave excitation Abstract.
Bridge is an important part of the lifeline engineering, and the possible failure mode is a domain waiting for exploring.
Journal of Transportation Engineering and Information, Vol. 4 (2006), p. 99.
Soil Dynamics and Earthquake Engineering.
Engineering Structures.

However, other major uses for the larger proportion, especially civil engineering construction may be economically viable and portend a positive waste recycling practice.
Udoeyo F.F and P.U Dashibil, Sawdust ash as concrete material, Journal of Materials in Civil Engineering, 10.1061/(ASCE)0899-1561(2002)14:2(173) Pp 173-176
Oparade , Potential use of wood waste ash as additive in concrete material, Journal of Materials in Civil Engineering. 10.1061/(ASCE)0899-1561(2006)18:4(605), Pp 605-611
Canadian Building Digest, CBD-215(1981), Pp 1-7 [8] O.M Ogundipe, An investigation into the use of sawdust for rigid pavement Works, M.Eng thesis, University of Ilorin, Department of Civil Engineering, Kwara-State, Nigeria, 2006
[9] BS 1377, Methods of Test for Soils for Civil Engineering Purposes, British Standard, London, UK, 1990

Experimental Investigation on Rectangular Inclined Concrete-Filled Steel Tubular Stub Columns Qingxin Ren1, a, Yaqing Mo1, b, Lianguang Jia1, c and Hong Liu1, d 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China a renqingxin@sjzu.edu.cn, b moyaqing421@163.com, c syjlg@163.com, d cehliu@sjzu.edu.cn Keywords: concrete-filled steel tube; inclined column; rectangular section; experimental investigation Abstract.
In recent 10 years, inclined concrete-filled steel tubular (CFST) columns are applied for some real engineering projects in China.
China Civil Engineering Journal, 41 (2008) 43–53
China Civil Engineering Journal, 34 (2001) 22 -31.

Study on Probability Distribution Models of the Subgrade Continuous Compaction Indicator Tan Jiao a, Xuehui Wen b and Xiang Wangc School of Civil Engineering, Central South University, Changsha 410075, China ajt920903@163.com, b641940486@qq.com, cirvingwang1992@163.com Keywords: CMV, subgrade engineering, continuous compaction indicators, probability distribution.
In the recent years, this technology has been applied to the subgrade engineering of high speed railway in China.
The probabilistic model and model parameters of the CMV play an important role in controlling the calculation precision engineering reliability analysis [6].
Civil Engineering College, Central South University, Changsha, 2010
Bai, Study on probability distribution model of soil parameters, Geotechnical Engineering Technique, 4 (1999).

Experimental study on dynamic characteristics of sandy pebble soil Xiaoqiang Chen 1, a, Bin Jia 2, b, Yong Yao 3, c, Daiguo Chen4, c 1 The Department of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, 621010, China; 2 The Department of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, 621010, China; 3 The Department of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, 621010, China; 4 The Department of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, 621010, China; aJiabin216@126.com, b Yaoyong @swust.edu.cn, c335300311@qq.com Keywords: Sandy pebble soil; Dynamic triaxial test; Dynamic stress and strain; Dynamic modulus Abstract.
Introduction Since the 60’s, with the unceasing development of earth and rockfill dam engineering, countries such as Mexico, America and Japan have conducted large-scale experimental study of strength and deformation properities [1], presenting many results of practical value, which plays an important role in construction engineering.
(CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING, (1994), 16(4): 90-95
) [3] Jia Geji: Experimental Study on Engineering Properties of Coarse-Grained Soils.
(Chinese Journal of Rock Mechanics and Engineering, (2006), 25(2): 4059-4064

Designing and Realization of a Water Quality Detecting Instrument based on Solar Power Yiwang Wang1,2, a, Bo Zhang1,2, Fei Feng1,Zhang Shuai3 1Suzhou Vocational University,Suzhou Jiangsu 215104,China 2Jiangsu Engineering Research Center for PV Generation, Suzhou Jiangsu 215104,China 3Suzhou Hosola New Energy Co., Ltd,Suzhou Jiangsu 215123,China awyiwang@163.com Keywords:water quality detecting;digital;solar energy; energy conservation and environmental protection.
Compared to the existing water quality detecting instruments,the designed has the advantage of energy saving and environmental protection, portable and efficient, accurate and reliable,which can be used for industrial and civil water quality monitoring.
Compared to the existing water quality detecting instruments,the designed has the advantage of energy saving and environmental protection, portable and efficient, accurate and reliable,which can be used for industrial and civil water quality monitoring.
Environmental Sanitation Engineering,2000,8(4):153-154 [9] Information on http://wenku.baidu.com

Engineering Background and Finite Element Simulation Engineering Background.
A long-span PC composite box-girder bridge with corrugated steel webs is set as the engineering background with a span distribution of 70+120+70 m as showed in Fig1.
The simplified fishbone beam model is built by Midas Civil in which space beam element is used to simulate the main beam, piers and foundation as shown in Fig 2[3].
Yang: World Earthquake Engineering Vol.21(2005), p12 （In Chinese） [4] K.H.
Wang: Structural Engineers Vol.23(2007), p51 （In Chinese） [6] Guidelines for Seismic Design of Highway bridges (JTG B02-01-2008).

High Corrosion Resistant GFRP-UFC Composite Beams For Short Span Pedestrian Bridges Sanjaya Kumara Wijayawardane ISURU1, a * and Mutsuyoshi HIROSHI2, b 1Department of Civil and Environmental Engineering, Saitama University, 255, Shimo-okubo, Sakura-ku, Saitama-shi, Saitama 338-8570, Japan 2Department of Civil and Environmental Engineering, Saitama University, 255, Shimo-okubo, Sakura-ku, Saitama-shi, Saitama 338-8570, Japan aisurusanjaya@gmail.com, bmutuyosi@mail.saitama-u.ac.jp Keywords: Glass fiber reinforced polymer, Ultra-high strength fiber reinforced concrete, Short span bridge, High durability, Corrosion resistance.
A bi-linear stress-strain relationship proposed by the Japan Society of Civil Engineers (JSCE) design code was used to model the UFC material [7].
Shimomura, A case study of life cycle cost based on a real FRP bridge, Proceedings of Third International Conference on FRP Composites in Civil Engineering (CICE), Florida, USA, 2006, pp. 99-102
Perera, Innovative composite girders using FRP I-beams and precast UFC slab segments, Proceedings of 7th International Conference on FRP Composites in Civil Engineering (CICE), Vancouver, Canada, 2014
(in Japanese) [9] JSCE, Guidelines for design and construction of FRP footbridges, Japan Society of Civil Engineers, 2011.

Research of Hard Fault Diagnosis Simulation Platform of Aero-engine’s Key Sensors Based on Neural Network Zhao-rong SUN1,a, Yi-gang SUN2,b, Chun-lin SUN3,c 1College of Aviation Automation, Civil Aviation University of China, Tianjin 300300, China 2College of Aviation Automation, Civil Aviation University of China, Tianjin 300300, China 3College of Aeronautical Engineering, Civil Aviation University of China, Tianjin 300300, China azrsun@cauc.edu.cn, bygsun@cauc.edu.cn, cclsun@cauc.edu.cn Keywords: artificial neural network; engine; sensor; hard fault; simulation platform Abstract.
ANN MODEL BUILDING The civil aviation engines equip with various sensors of different functions, and the same sensors are designed for redundancy.
Fig.2 ANN Model of Different Engine Sensor Parameters ANN Model Simulations According to the ANN models in Fig.2, the QAR data from one flight of one civil aircraft are used to train the models, and the QAR data of the other flight of the same aircraft are used to test the models.
On this basis, simulation models are established using MATLAB toolbox, and the QAR data of the existing civil aircraft are used to verify the feasibility and reliability of the hardware fault detection platform.