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Testing Research of Fiber Bragg Grating Strain Sensor Embedded in Bored Pile Mian Huang 1, a, Yonghong WU 2, b Yuanyu GUAN1, Yingna LI1, Tao XIE1, Zhengang ZHAO1, Chuan LI1, c 1 Faculty of Information Engineering and Automation, Kunming University of Science and Technology, Kunming City, China, 650051 2 Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming City, China, 650051 akmyzhm@sina.com, b496567227@qq.com, c13708850295@eyou.com (corresponding author) Keywords: Reinforced concrete pile, fiber Bragg grating strain sensor, test pile, uplift static load test, axial strain.
Journal of Mining & Safety Engineering, 2012
Chinese Journal of Geotechnical Engineering, 2008, 30(7)
Opto-electronic Engineering, 2004, 8: 009
China Civil Engineering Journal, 2005, 38(2): 64-67

Research on Seismic Response Estimation of Reinforced Concrete Pier under Pulse-type Near-fault Ground Motion SHEN Yanli1, a, DU Xiuli 1,b and YANG Qingshan 2,c 1 College of Civil Engineering Beijing University of technology Beijing 100044 China 2School of Civil Engineering and Architecture Beijing Jiaotong University Beijing 100044 China acaseyshen@sina.com, b duxiuli@bjut.edu.cn, c qshyang@bjtu.edu.cn Keywords: pier; pulse-type near-fault ground motion; non-elastic displacement response spectrum displacement; seismic response estimation Abstract.
Inelastic deformation response of SDOF systems subjected to earthquakes, Earthquake Engineering & Structural Dynamics, 2002, 31(3): 515-538
Inelastic deformation ratios for design and evaluation of structures: SDOF bilinear systems, Journal of Structural Engineering, 2004, 130(9): 1309-1319
Seismic demands for SDOF and MDOF systems, Earthquake Engineering Center Report No. 95, Stanford University, Stanford, 1991. http://blume.stanford.edu/Blume/TRList.htm (Accessed 10/10/2012)
Inelastic displacement ratios for evaluation of existing structures, Earthquake Engineering & Structural Dynamics, 2003, 32(8): 1237-1258.

Effect of Temperature on Phase Angle and Dynamic Modulus of Asphalt Mixtures Using SPT Juraidah Ahmad1,a*, Mohd Rosli Hainin2,b, Ekarizan Shaffie3,c, Khairil Azman Masri4,d and Mohd Amin Shaffi5,e 1Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia 2,4College of Engineering, Department of Civil Engineering, Universiti Malaysia Pahang, 26300 Gambang, Kuantan, Pahang, Malaysia 3Institute for Infrastructure Engineering and Sustainable Management, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia 4Faculty of Engineering and Built Environment, SEGi University, Petaling Jaya, Selangor ajuraidah@uitm.edu.my, broslihainin@ump.edu.my, cekarizan@uitm.edu.my, dkhairilazman@ump.edu.my, eaminashaffi@segi.edu.my Keywords: Dynamic modulus, Phase angle, Asphalt mixture, Superpave system, Simple performance test Abstract.
This emphasizes the need for fundamental engineering material properties that can link to advanced material characterisation for permanent deformation analysis.

Experimental Study on Strain Performance of Tensile Reinforcement under Fatigue Loads Xianxi Tang1,a, Jinbao Liang2,b, Yanpeng Zhu1,c, Xianzhou Tang 3,d,Yue Xu 4,e 1 School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China 2 China railway 14th bureau group 2nd engineering co.
For the fatigue load amplitude and frequency, through calculation by engineering mechanics and finite element method repeatedly, and reference to other concrete structure fatigue test methods for determining the fatigue load [7-10], were determined as follows: The fatigue upper limit was taken as 136kN, fatigue lower limit was taken as 27.2kN, and the load frequency was taken as 3Hz.
Journal of Zhengzhou University (Engineering Science), 2007, 28(4): 4-7 (In Chinese) [8] Leibin Zuo.
CHINA CIVIL ENGINEERING JOURNAL, 2007, 40(3): 6-10 (In Chinese) [10] Haifeng Ru, Qian Zhang, Chunxiang Liang.
JOURNAL OF RAILWAY ENGINEERING SOCIET, 2008, (6): 52-55 (In Chinese)

DEM Simulation of Micro-Macro Mechanical Behaviour of Granular Materials Chi Lu-lu 1, a, Qin Jian-min2,b* and Chen Xue-feng1,c 1 Research and Development Center of the Civil Engineering Technology, Dalian University, Dalian, Liaoning 116622, China 2 Department of Engineering Mechanics, State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, P.
Introduction Granular materials are encountered widely in nature and engineering.
Chinese Journal of Geotechnical Engineering, 2000, 22, 701-704
Journal of Civil Engineering, 2008, 36, 87-96
Chinese Journal of Underground Space and Engineering, 2008, 4, 499-503

Parameter Optimization of Liquid Viscous Damper Based on Energy and Control Indexes under Random Excitation Li-xian Wanga, Qi-yang Liub, Sheng-kui Dic, Chang-sheng Xiangd School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China awanglxian@lut.cn, bliuqiyang@live.cn, cdisk@lut.cn, dxiangcs@lut.cn Keywords: Parameter Optimization; Random Excitation; Liquid Viscous Damper; CFST Arch Bridge Abstract：The damper parameter of a concrete-filled steel tube arch bridge is optimized.
Fig.1 Bridge finite element model According to the engineering experience [7], two fluid viscous dampers have been set in the bottom of beams of steel tubular arch, which connect the steel tubular arch and pier.
Latest Development of the Fluid Viscous Damper in Civil Engineering [J].
Earthquake Resistant Engineering and Retrofitting, 2006 ,28(3):65-72.
Design and Construction of Fluid Viscous Dampers in Bridge Engineering [M].

Carbon Fiber Reinforced Polymer (CFRP for short) has been widely used in civil engineering [4], because of its excellent features such as high-strength but light-weight, higher ability of resisting corrosion and good thermal properties.
Here, E and G are shown in Fig.3c according to the investigation of experiments of the glue often used in civil engineering.
The values of thickness are determined by standard of China Association for Engineering Construction Standardization, in which the thickness of CFRP plates are recommended.
Wuhan: Wuhan University of Technology Press, 2003, (In Chinese) [2] Whittaker Andrew; Journal of Structural Design of Tall Building Vol. 17 No. 11 (1998), p. 897-912 (In Chinese) [3] Nakashima M.: Journal of Engineering Structures Vol. 20 No. 4-6 (1998), p. 271-281 (In Chinese) [4] Qingrui Yue.
ANSYS Engineering structure numerical analysis [M].

Research on Design and Construction of Main pylon of Maanshan Changjiang River Highway Bridge LIU Qiyang1, a, HE Min2,b , LI Xiaolong3,c and ZHANG Qiang4,d 1, 2Faculty of Transportation, Kunming University of Science and Technology, Kunming 650500,Yunnan Province, China 3Department of Bridge Engineering, Tongji University, Shanghai 200092, China 4Tongji Architectural Design(Group) Co.
This article established the simplified finite element model with the software MIDAS/Civil and analyzed the load carrying capability and the deformation at the finished state of the bridge.
Engineering Structures, Vol.24 No.5 (2002), p. 639-648 [4] J.Combault, J.P.Teyssandier.

"Technical code for testing of building foundation piles JGJ106-2003" [1] is generally used for industrial and civil construction engineering, the piles which are mentioned in the specification refer to concrete piles and steel pile and other rigid piles.
Plate load test in “Code for design of building foundation GB50007-2002” [2] is mainly used to determine the ground soil bearing capacity of the influential area under the bearing plate; single pile vertical static load test method is basically the same as in the "JGJ106-2003"; Determination of bearing capacity is mainly used for the design of industrial and civil construction ground.
Load test in " Code for investigation of geotechnical engineering GB50021-2001" [4] is used to determine the soil capacity and characteristics of the deformation of the mainly influential area under the bearing plate.
The specification is suitable to the geotechnical reconnaissance besides water conservation projects, railway engineering, highway projects, bridge and tunnel engineering.
(in Chinese) [4] Ministry of housing and urban-rural development of the People’s Republic of China., 2001, “Code for investigation of geotechnical engineering GB50021-2001,” China Architecture & Building Press., Beijing.

Because of the difficulty to provide the same initial tension rods in the construction of uncut dvuhankerny wall did not spread in the port hydraulic engineering.
In connection with the development version of an engineering method for calculating the fences with the above factors is of practical interest.
Dlitel'naja prochnost'i dolgovechnost' jekspluatiruemyh sooruzhenij potovoj gidrotehniki [Long-term strength and durability of structures exploited sweat hydraulic engineering] (1994) Author's abstract of the dock. dis., Moscow, 42 p.
[14] Handbook of Quay Walls (2005) CUR, Centre for Civil Engineering Research, Havenbedrijf, Rotterdam NV, published by Taylor & Francis, Netherlands, 718 p
Inzhenernaja kinematicheskaja teorija kontaktnogo davlenija grunta i ee prilozhenie k raschetu tonkih prichal'nyh stenok [Engineering kinematic theory of the contact pressure of the soil and its application to the calculation of the fine quay walls] (2013) Civil Engineering Journal, No 6, pp. 40-52.