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Sensitivity Analysis of Static Response for Composite Laminated Plates in Hamilton System Jianxin Xua and Dinghe Lib College of Aeronautical Engineering, Civil Aviation University of China, Tianjin 300300, China ajianxin_xu@eyou.com, blidinghe@163.com Keywords: Sensitivity Analysis; Semi-Analytical Method; Analytical Method; Finite Difference Method; BSWI; Trigonometric Function; Composite Laminated Plate Abstract.
Mróz: International Journal Numerical Method Engineering, Vol. 21(1985), p. 637
Hinton: Computing Systems in Engineering, Vol. 6 (1995), p. 47
Tang: Computational Methods Applied Mechanics Engineering, Vol. 126(1995), p. 355
Ye: Journal of Engineering Mechanics ASCE, Vol. 116(1990), p. 920

Filippou2,b 1Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch 2Department of Civil and Environmental Engineering, University of California, Berkeley achin-long.lee@canterbury.ac.nz, bfilippou@ce.berkeley.edu Keywords: Bond Slip.
UCB/EERC-83/2, Earthquake Engineering Research Center, University of California, Berkeley, (1983)
Earthquake Engineering Research Center, University of California, Berkeley, (1983)
Load-path effects in column biaxial bending with axial force, Journal of Environmental Engineering, 125(5) 596-605, (1995)
Park, Theoretical stress-strain model for confined concrete, Journal of Structural Engineering ASCE, 114(8) 1804-1826, (1988)

HEC-RAS Modeling for Urban Drainage Performance Evaluation in Overcoming Surface Runoff: Case Study Cut Suciatina Silvia1,a*, Agus Maulana1,a and Muhammad Ikhsan2,b  1,2,3Department of Civil Engineering, Faculty of Engineering, University of Teuku Umar, 23615, Indonesia acoetsilvia@utu.ac.id, bagusmaulana11082002@gmail.com, cm.ikhsan@utu.ac.id Keywords: floods, urban drainage, runoff, rational method, HEC-RAS 6.3.1, Abstract.
Irwansyah, S.T., M.Eng, IPM, all lecturers and educational staff, and students within the Faculty of Civil Engineering, Teuku Umar University.
Sri Lanka, vol. 44, no. 3, p. 11, Jul. 2011, doi: 10.4038/engineer.v44i3.6961
[13] Hydrologic Engineering Center. in HEC-RAS River Analysis System, User’s Manual, Version 4.1.
Army Cormps of Engineers, Davis, CA., 2010

Experimental Research on the Liquefaction Potential of Tailings Silt in Zhuziqing Tailings Dam Hu Jingyou1,a, Xie Jianbin2,b, Li Wei3,c and Li Chenghui1,d 1College of Civil Engineering, Southwest Jiaotong University, Chengdou,610031, P.R.China 2Department of Civil Engineering, Yunnan University, Kunming, 650091, P.R.China 3Kunming Junlong Geotechnical Engineering Co., Ltd., Kunming, 650021, P.R.China ahjy61489@yahoo.com.cn, bkmxiejb@sina.com, c992285178@qq.com, d489338771@qq.com Keywords: Tailings Dam, Tailings silt, Liquefaction potential, Standard penetration test, Wave velocity test Abstract.
Engineering geological and hydrogeological conditions of the tailings dam General situation of the tailings dam.
Fig.1 The aerial view of Zhuziqing tailings dam Engineering geological and hydrogeological conditions.
Robertson: Journal of Geotechnical and Geoenvironmental Engineering, Vol.136, No.6 (2010), p.842-853
[6] Resat Ulusay, Ergün Tuncay and Nilsun Hasancebi: Bulletin of Engineering Geology and the Environment, No.66 (2007), pp.361-375

Caputo, Guided-Waves in a Low Velocity Impacted Composite Winglet, Key Engineering Materials 774 (2018) 343-348
Caputo, Numerical Simulation of the Lamb Wave Propagation in Impacted CFRP Laminate, Procedia Engineering 167 (2016) 109-115
Rangke, Drop test and crash simulation of a civil airplane fuselage section, Chinese Journal of Aeronautics 28 (2) (2015) 447-456
Marulo, Partial modeling of aircraft fuselage during an emergency crash landing, Procedia Engineering 88 (2014) 26-33
Gambino, Fuselage crashworthiness lower lobe dynamic test, Procedia Engineering 167 (2016) 88-96

Experimental Research on Chloride Resistance of Concrete with Isobutyl-triethoxy-silane Qi Wang1, a, Hai yang Luan1,b and Ying fang Fan1,c 1 Department of Civil Engineering, Dalian Maritime University, Dalian, 116026, China ass0718wq@163.com, bp2p2l5l5k8k8@163.com, cfanyf72@aliyun.com Keywords: Isobutyl-triethoxy-silane; surface impregnation; chloride penetration; concrete; chloride diffusion coefficient Abstract.
Introduction With the rapid development of economy in China, many costly and important structures, such as cross-sea bridge, tunnel, offshore oil platform, harbor, coastal and offshore engineering are in construction or have been completed.
References [1] LI Rong-peng, LU Xin-ying: submitted to China Harbor Engineering (2010) (In Chinese) [2] YANG Hai-cheng, XIONG Jian-bo, FAN Zhi-hong: submitted to Port & Waterway Engineering (2013) (In Chinese) [3] MEHTA P K: submitted to Concrete International (1997) [4] ZHANG Peng, DAI Jian-guo, ZHAO Tie-jun: submitted to JOURNAL OF BUILDING MATERIALS (2009) (In Chinese) [5] C.
[6] LI Hua-jian, YI Zhong-lai, XIE Yong-jiang: submitted to Materials Review A: Review (2012) (In Chinese) [7] ZHANG Peng, ZHAO Tie-jun, DAI Jian-guo, GUO Ping-gong, Wittmann F H: submitted to CHINA CIVIL ENGINEERING JOURNAL (2011) (In Chinese) [8] SUN Xue-zhi, CHEN Hai-hu, DAI Li-cheng: submitted to China Water Transport (2011) (In Chinese) [9] AASHTO T277-07.
Corrosion prevention technical specifications for concrete structures of marine harbor engineering [S].

Bordas, A cell — based smoothed finite element method for free vibration and buckling analysis of shells, KSCE Journal of Civil Engineering, 15 (2011) 347-361, doi:10.1007/s12205-011-1092-1 [14] Liu, G.
Lam, Theoretical aspects of the smoothed finite element method (SFEM), International Journal for Numerical Methods in Engineering, 71 (2007) 902-930, doi:10.1002/nme.1968 [17] Zulifqar, A., Z.
Haroun, Reduced and selective integration techniques in the finite element analysis of plates, Nuclear Engineering and Design, 46 (1978) 203-222, doi:10.1016/0029-5493(78)90184-x [25] Malkus, D.S. and T.J.R.
Hughes, Mixed finite element methods reduced and selective integration techniques: a unification of concepts, Computer Methods in Applied Mechanics and Engineering, 15 (1978) 63-81, [26] Bathe, K.
-R., The smoothed finite element method (S-FEM): A framework for the design of numerical models for desired solutions, Frontiers of Structural and Civil Engineering, 13 (2019) 456-477, doi:10.1007/s11709-019-0519-5 [28] Yue, J., G.

Prestress Rubber Isolator and its Mechanical Properties Lihua Zou, Kai Huang ,Wei Zhang,Yu Rao, Liyuan Wang School of Civil Engineering,Fuzhou University,Fuzhou China 350108 Keywords: Prestress; Isolator; Thick rubber ; Limit of horizontal displacement; Flexible cable Abstract：A new seismic isolation system,namely the prestress rubber isolator(PRI,Chinese patent application number:200910174415x),is introduced.The basic principle of this new isolator is: making all or part of vertical deformation of isolator be finished in advance by exerting a longitudinal pre-compressional stress on the rubber isolator with flexible cables, the prestress tension cables become loose because of unloading after the exerting of superstructure loads,and the loose cables can limit the horizontal displacement and resist the tension of isolator.
[2] Zhou Xiyuan,Ma Donghui,Zeng Demin, Han Miao,A formula for horizontal stiffness of composited isolators,China civil engineering journal. 33(2000) 38-44(In Chinese) [3]Zhou Fuling,Vibration control of engineering structures,Beijing,Seismic press,1997 [4] B.S.Kang,G.J.Kang,B.Y.Moon,Hole and lead plug effect on fiber reinforced elastomeric isolator for seismic isolation.Journal of materials processing technology 140(2003)592-597 [5]M.Ismail,J.Rodellar,F.Ikhouane,An innovative isolation device for aseismic design,Engineering structures, 32(2009) 345-356 [6] Zhang Yong shan, Yan Xueyuan2 , Wang Huanding, Wei Lushun, Zhao Guifeng, Experimental study on mechanical properties of three dimensional base isolation and overturn resistance device,Engineering mechanics 26(2009) 124-126 [7]Wei Lushun,Zhou Fuling,Application of three-dimensional seismic and vibration isolator to building and site test,Journal of earthquake engineering and engineering vibration,27(2007) 121-125 [8]Cui Yibing
,Zhang Fuyou,Study on fundamental characteristics of rubber insulation bearing with a steel bar inside,Journal of Hehai University(Natural Sciences) 35(2007) 302-305 [9]H.C.Tai,S.J.Hsueh,Mechanical properties of isolation bearings identified by a viscoelastic model, International journal of solids structures,38(2001) 53-74 [10] Mizuka, A macroscopic model for prediction large-deformation behaviors of laminated rubber bearings,Engineering structures,22(2001)323-334 [11] Zhou Xiyuan, Han Miao,Zen Demin Fan Shuirong, Rubber bearing isolation system with soft landing protection, Journal of building structures 21(2000) 2-9 [12]Beom-Soo Kang,Gyung-Ju Kang,Kyung-Young Moon,Hole and lead plug effect on fiber reinforced elastomeric isolator for seismic isolation.Journal of materials processing technology,140(2003)292-597

Main Transportation System Earthquake Damages due to Slope Failure and Near Fault Effection in 8.0 Wenchuan Earthquake Aiping Tang 1,a, Lianfa Wang1,b , and Aihua Wen2,b 1School of civil engineering, Harbin Insititute of Technology, Harbin China 2School of science, Harbin Insititute of Technology, Harbin China atangap@hit.edu.cn, bwlf@126.com, cwenah@hit.edu.cn Keywords: Transportation system, earthquake damage, slope failure, fault, lifeline earthquake engineering Abstract.
References [1] Yuan, Y.F,”Loss assessment of Wenchuan Earthquake,”Earthquake Engineering and Engineering Vibration, Vol. 28,5,10-19,2008
,Wen D.G, Dai F.C, et al .,” Discussions on possible causes of the formation of more than fifty ground collapse pits in Anxian county in front of Longmengshan after the 5.12 Wenchuan earthquake,” Journal of Engineering Geology, Vol.16 , 5,577-583,2008
,et al. ,”Strong Motion Observations and Recordings from the Great Wenchuan Earthquake,” Journal of Earthquake Engineering and Engineering Vibration,Vol.7 ,3, 235-246,2008
Yin Y.P.,” Feathers of landslides trigged by the Wenchuan earthquake,” Journal of Engineering Geology, Vol.17,1:29-38,2009

Preface 2020 5th International Conference on Smart Engineering Materials (ICSEM 2020) was successfully held in National University of Singapore, Singapore during March 6-8, 2020 and 2020 4th International Conference on Innovative Engineering Materials (ICIEM 2020) was successfully held in Peoples' Friendship University of Russia, Russia during May 20-22, 2020.
These two conferences were multidisciplinary aimed promoting international scientific and technological exchanges on all aspects related to Smart and Innovative Engineering Materials.
We are grateful to the major contribution from the worldwide community of Smart and Innovative Engineering Materials.
At last, I hope that the contents of this volume will prove useful and unique opportunity for many researchers and practitioners involved in different areas of Material science in developing and applying new technologies and processes in the field of smart engineering materials and innovative engineering materials.
Petersburg Polytechnic University, Russia Ashot Tamrazian, Moscow State University of Civil Engineering, Russia Nguyen Van Hoa, Nha Trang University, Vietnam Nguyen Van Tang, Nha Trang University, Vietnam Nguyen Thang Xiem, Nha Trang University, Vietnam Technical Committees Hongyan Zhang, Chang’an University, China Jianqi Zhang, Inner Mongolia University of Science and Technology, China Chien-Yi Huang, National Taipei University of Technology, Taiwan Kuan-Wei Lee, I-Shou University, Taiwan Yanbin Jiang, University of Science & Technology Beijing, China Yanfeng Han, Shanghai Jiao Tong University, China Igor Ivitskiy, National Technical University of Ukraine “Igor Sikorsky Kyiv Polytechnic Institute”, Ukraine Yew Hoong Wong, University of Malaya, Malaysia Khrongkhwan Akkarachaneeyakorn, Kasetsart University, Thailand Guchu Zou, Shanghai Institute of Ceramics, Chinese Academy of Sciences, China Kamal Prasad, Birla Institute of Technology, India Ali Morsali, Tarbiat Modares