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Journal of Engineering Mechanics,1997,123(11): 1195-1201
Journal of Materials in Civil Engineering, 1999, 11(1): 84-87
Engineering Structure, 2005, 27(2):239-250
Journal of Engineering Mechanics,1985,111(3): 391-415
Nuclear Engineering and Design. 2001,203:27-38.

Experimental Study on Improving Concrete Sulfate Attack Resistance Ability with Silane Impregnation ZhiDe Huanga College of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology Baotou, 014010, P.R.China ahuangzhd-211@163.com Keywords: Cementitious material, Silane Impregnation, sulfate attack, XRD, Water Absorption Abstract.
Reducing sulfate attack rate to improve engineering structure service life has important significance on existing structure especially durable use structure needing maintenance and repair.
Silane impregnation can be applied to practical engineering or not should be verified combined with practical engineering.
China Harbour Engineering.2005,(2):26-30.
Southern China Port Engineering, 2009, (12):40-43.

Establishment of the High Temperature Constitutive Relationship of the Haynes230 Ni-Based Superalloy Xiu Quan Cheng1,a, Ning Yuan Zhu2,b, Qin Xiang Xia3,c* and Gang Feng Xiao3,d 1School of Aircraft Maintenance Engineering, Guangzhou Civil Aviation College, Guangzhou 510403, China 2School of Mechanical and Electrical Engineering, JiangXi University of Science and Technology, Ganzhou, 341000, China 3School of Mechanical and Automotive Engineering, South China University of Technology, Guangzhou 510640, China achengxiuquan@caac.net, bzhuningyuan@126.com, cmeqxxia@scut.edu.cn, dxiaogf@scut.edu.cn *corresponding author: meqxxia@scut.edu.cn Keywords: Constitutive Equations, Ni-based Superalloy, Flow Behavior, High Temperature Plane Strain Compression Abstract.
[3] An Zhen, Li Jinshan, Hu Rui, Wang Jian, Jia Xinchao, Zhou Lian, FEM Analysis on the Heat Spinning for Ni-Cr-W-Mo Superalloy Workpiece with Strange Shape, Rare Metal Materials and Engineering. 01(2013)70-74.
[6] Yuanyuan Dong, Cunsheng Zhang, Xing Lu, Constitutive Equations and Flow Behavior of an As-Extruded AZ31 Magnesium Alloy Under Large Strain Condition, Journal of Materials Engineering and Performance. 25(6)2016-2267
Sivaprasad, Constitutive equations to predict high temperature flow stress in a Ti-modified austenitic stainless steel, Materials Science and Engineering A. 500(2009)114-121
Kocks, Laws for Work-hardening and Low-temperature Creep, Journal of Engineering Materials Technology. 98(1976)76-85.

This method also reduces workload and cut the cost observably. 2 Engineering situation Yanchi Mountain is located in the eastern part of Jinan urban areas with dense population.
In recent years, with engineering construction gradually getting closer to the mountain, multiple site unstable slopes are composed by excavation and slope cutting, which also becomes a potential hazard.
[3] Xu Gancheng, Supporting Structure of Underground Engineering, China WaterPower Press, Beijing, 2001
[6] Li Zhiguo, Stability Analysis for Goaf in Tunnel of Iron Mountain and Treatment Measures, in: Chinese Journal of Rock Mechanics and Engineering, 2 (2002) 1168-1173
[7] Li Guo, Application Example in Civil Engineering by ANSYS, China Water Power Press, Beijing, 2007.

Simulation of Water Distribution Systems with Breaks Di Xiao1,a, Jianwen Liang2,b and Xinhua Zhao3,c 1Department of Management Science and Engineering, Nankai University, Tianjin 300071, China 2Department of Civil Engineering, Tianjin University, Tianjin 300072, China 3Department of Environmental Engineering, Tianjin University, Tianjin 300072, China axiaodi@nankai.edu.cn, bliang@tju.edu.cn, czxh@tju.edu.cn Keywords: Water distribution systems, simulation, break, hydraulics, monitoring Abstract.
Liggett: Journal of Hydraulic Engineering, ASCE, Vol. 117 (1991), p.230 [3] R.S.
Liggett: Journal of Hydraulic Engineering, ASCE, Vol. 118 (1992), p.1031 [4] X.
Hu: Water and Wastewater Engineering, Vol. 30 (2004), No. 8, p.104 (in Chinese) [7] Y.
Li: Journal of Hydraulic Engineering, (2003), No.4, p.123 (in Chinese) [8] L.

The structure dynamic analysis accuracy can arrive engineering requirements by considering several low order modes.
Journal of Wind Engineering and Industrial Aerodynamics, 2004, 92(2): 579-607
China Civil Engineering Journal, 2003,36(10):60-65
Engineering Mechanics, ASCE, 2000, 126(1): 7-16
Engineering Mechanics, 2006, 22(12):154-158

Dynamic Response Analysis for Rigid Steel Portal Frames under Impact Loading Masato Komuro1,a, Norimitsu Kishi1,b, Yusuke Kurihashi1,c and Wai-Fah Chen2,d 1CERU, College of Environmental Engineering, Muroran Institute of Technology, Muroran, 050-8585 Japan 2Department of Civil & Environmental Engineering, University of Hawaii at Manoa, Honolulu, HI, 96822 USA akomuro@news3.ce.muroran-it.ac.jp, bkishi@news3.ce.muroran-it.ac.jp, ckuri@news3.ce.muroran-it.ac.jp, dwaifah@hawaii.edu Keywords: steel portal frame, impact response analysis, impact resistant behavior, rigid connection Abstract.
Ando: Impact behavior of shear-failure-type RC beams without shear rebar, International Journal of Impact Engineering, Vol. 27, No. 9, (2002), pp. 955-968
Vogel: A dynamic design method for rockfall protection galleries, Structural Engineering International, Vol. 19, No. 3, (2009), pp. 321-326
Harding: Axially pre-loaded steel tubes subjected to lateral impacts: an experimental study, International Journal of Impact Engineering, Vol. 27, No. 6, (2002), pp. 669-690
Lee: Strain rate effect on structural steel under cyclic loading, Journal of Engineering Mechanics, Vol. 113, No. 9, (1987), pp. 1292-1301.

Monitoring and Pre -warning System of Slope Stability in Xinqiao Based on 3S Shixiu Huang1, a, Fei Gao1, b and Tianqiu Hong2,c 1School of Civil Engineering of Hefei University of Technology, Hefei, China, 2School of Resource and Environment of Hefei University of Technology, Hefei, China alinda12252003@hotmail.com, bgaofei@hfut.edu.cn, c hongtianqiu@sina.com Key words: Smart Monitoring; Pre-Warning System; 3S; Slope Stability Abstract.
We wan to adopt different adjustment to deal with the data so as to break single polar coordinates calculation to meet the engineering requirements.
References [1] M.C.He: Chinese journal of rock mechanics and engineering Vol.28, issue 6(2009), p.1082-1090
[11] Y.F.Wang:Chinese journal of rock mechanics and engineering Vol.28, issue 1(2009), p.212-216
[13] H.J.Chai, D.L.Huang:Chinese Journal of Rock Mechanics and Engineering Vol.24, issue14(2005), p.2526-2530.

Ma 1,b 1 Nanyang Institute of Technology, Department of Civil Engineering, 80 Changjiang Road 473004 Nanyang-China a s-j-z668@163.com, b mzj0722@126.com Keywords: Damage, Detection, Displacement.
"Damage detection by means of structural damping identification", Engineering Structures, vol. 30, 2008, p.3497-3504
"Statistical damage assessment of framed structures from static responses", Journal of Engineering Mechanics, vol. 126 (4), 2000, p.414-420
"Damage identification using modal data: experiences on a prestressed concrete beam", Journal of Structural Engineering, vol.12, 2005, p.1898-1919
Smithb, "Damage detection in beams using neural networks for pattern recognition of vibration signatures", Engineering Structures, vol.27, 2005, p.685-698

Observation and Numerical Simulation on Post-Construction Settlement of Dynamically Consolidated Foundation Yongmou Zhang a, Jianchang Zhao b School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu, 730070, China azhangyongmou@163.com, bzhaojchan@163.com Key words: Dynamically Consolidated Foundation, Post-Construction Settlement, Pore Water Pressure, Field Measurements, Numerical Simulation.
The determination of post-construction settlement of dynamically consolidated foundation under road loads is a subject which engineers commonly concern about.
Lei and J.L Wang: Chinese Journal of Rock Mechanics and Engineering, Vol. 21 (2001), in Chinese, pp. 79-82 [2] B.L.
[4] Writing Group of Engineering Geology Handbook: Handbook of Engineering Geology (China Building Industry Press, Beijing 1992), in Chinese
Xiao: Chinese Journal of Geotechnical Engineering, Vol. 18 (1996), in Chinese, pp. 47-54