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Introduction Numerous studies pertain to modeling, analysing, and designing of engineering structures located in seismic areas.
The recognition of mining induced dynamic effects on other engineering structures are still insufficient.
Fabijanska: Evaluation Methods of Dynamic Response of RC Bridge to Spatially Varying Mining Shock, in: 2012 International Conference of Civil Engineering and Materials, Advanced Materials Research (Trans Tech Publications, Switzerland 2012), in press [3] D.N.
Auricchio: Bridge Isolation With High-Damping Rubber Bearings – Analytical Modelling and System Response, in: 13th World Conference on Earthquake Engineering, Vancouver, Canada (2004), Paper No. 1002 [4] I.
Ferrell: Stability of Elastomeric Isolation Bearings: Experimental Study, Journal of Structural Engineering, Vol. 128 (1) (2002), p. 3-11 [5] ABAQUS, Users Manual V. 6.10-1, Dassault Systemes Simulia Corp., Providence, RI (2010)

Assimilating Observation Data into Hydrological Model with Ensemble Kalman Filter Jun XIONG 1,2, a, Xiaolan HUANG 1,3,b,* and Zengyan CAO4,c 1State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China 2 Civil and Environmental Engineering Department, University of Alberta, Edmonton, Canada 3 College of Resource and Environmental Sciences, Chongqing, 400044, China 4 Social and Environmental Engineering Department, JPBS, Tokyo, 135-8451, Japan ajxiong3@ualberta.ca, b,*hxl_huang0226@sina.com, csou@jpbs.co.jp Keywords: hydrological forecast; ensemble Kalman filter; data assimilation; rainfall infiltration; tank model; numerical simulation Abstract.
They are Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Grant no.
Xiong: Study on Simulation methods of Groundwater Behavior for Slope Stability Analysis, Dept of Urban and Environmental Engineering, Kyoto University, Japan, 2010 [7] K.
Koyama: Tank model and its application to groundwater table prediction of slope, Chinese Journal of Rock Mechanics and Engineering, Vol. 27 (12) pp.2501-2508, 2008

Mechanical Performance between the Embedded Steel Plate and the Concrete in Composite Shear Walls CAO Wanlin 1, a, DONG Hongying1,b, ZHANG Wenjiang 1, c, and ZHANG Jianwei1,d 1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China awlcao@bjut.edu.cn, bdonghy@bjut.edu.cn, cjimmy_2008@emails.bjut.edu.cn, dzhangjw@bjut.edu.cn Keywords: Composite shear wall, Embedded steel plate, Welded stud, Mechanical performance Abstract.
Engineering Journal, AISC.
Engineering Structures. 26 (12)(2004), p. 1853-1860 [5] Ye Jianshu, Wang Feifeng and Wang Jian.
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A complementarity approach for elastoplastic analysis of frames with uncertainties Chengwei Yanga, Francis Tin-Loib, Sawekchai Tangaramvongc and Wei Gaod School of Civil and Environmental Engineering, The University of New South Wales, Sydney 2052, Australia ac.yang@unsw.edu.au, bf.tinloi@unsw.edu.au, csawekchai@unsw.edu.au, dw.gao@unsw.edu.au Keywords: Elastoplastic analysis; Stepwise holonomic; Complementarity; Uncertainty; Interval data.
For most practical engineering structures, such input parameters however are uncertain [1].
Der Kiureghian, Measures of structural safety under imperfect states of knowledge, Journal of Structural Engineering New York, N.Y. 115 (1989) 1119–1140
Beer, Engineering computation under uncertainty - Capabilities of non-traditional models, Computers and Structures. 86 (2008) 1024–1041
Tin-Loi, Simultaneous ultimate load and deformation analysis of strain softening frames under combined stresses, Engineering Structures. 30 (2008) 664–674.

Seismic Analysis of a Masonry Residential Building in Wenchuan Earthquake ZHOU Qiang 1, a, SUN Bai-tao 2, b 1 School of Civil Engineering and Architecture, Nanchang University, Nanchang 330031, China 2 Institute of Engineering Mechanics, China Earthquake Administration，Harbin 150080，China azhouqiang@hrbeu.edu.cn, bsunbt@iem.net.cn Keywords: Wenchuan earthquake; Masonry residential building; Seismic analysis; Post-disaster reconstruction Abstract: The Wenchuan earthquake occurred on May 12, 2008 (Beijing Time) caused great casualty and economic losses, a large number of masonry buildings were damaged in various degrees in this earthquake.
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Grouting construction machinery and equipment: grouting pump, mortar mixer, engineering geological drilling rig, generator sets, transport car.
This technology not only can be used for the new bridge (culvert) abutment soil reinforcement processing, can also be used for the roadbed, road maintenance and civil engineering, has broad application prospects.
Deep foundation pit supporting structure and pile foundation engineering [M] Beijing: China Environmental Science Press, 1997
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Evaluation model of urban expressway nodes based on entropy weight and variable weight model Li Rui1, a, Jin Yi-xuan2, b and Ren Huan3, c 1,2,3 College of Civil Engineering, Xi’an Univ. of Arch.
Feng: Hightway Engineering Vol. 37 (2012), p. 60 [2] S.
Du: Systems Engineering-Theory & Practice Vol. 30 (2008), p. 723 [5] G.C.
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Study on the Drying Shrinkage Property of Magnesium Phosphate Cement Zhao-qing Qi1,a, Hong-tao Wang1,2,b, Jian-hua Ding1,c and Shi-haoZhang1,d 1Dept. of Chemical & Material Engineering, LogisticalEngineering University, Chongqing, 401331, China 2Dept. of Military Civil Engineering, Logistical Engineering University, Chongqing, 401331, China aQZQgeneral@163.com, bhongtaowang81@sina.com, c383833071@qq.com, d804848650@qq.com Keywords: Magnesium phosphate cement, Drying shrinkage, Borax, Fly ash, Slag Abstract.
As a new type of cement base material,magnesium phosphate cementhas fast condense sclerosis, high early strength, the advantage of strong cohesive force with the old concrete surface.Because of these characters, it is widely used in engineering repair scrambling, road repair, military engineering [2-4].
Cao: Journal ofLogistical Engineering University.

Influence of Water Content on Dynamic Elastic Modulus of Concrete Fangzhi Zhu1, a, Tiejun Zhao2,b ,Ting Guan2,c 1School of Civil Engineering, Xi´an University of Architecture & Technology, Xi´an, China 2Qingdao Technological University, Centre for Durability Studies, Qingdao, China afzzhu@sqc.edu.cn, bztjgp@263.net, cguantingedu@126.com Keywords: dynamic elastic modulus; water content; ultrasonic testing; bending vibration.
The 19 th national structure engineering academic conference proceedings, pp. 242-245, 2010
Journal of Hydraulic Engineering, pp. 125-128, 2003
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Microstructure and Corrosion Properties of PEO Coatings Produced on AM-Aluminum Alloys Luca Pezzato1,a, Manuele Dabalà2,b and Katya Brunelli3,c* 1-2Department of Industrial Engineering, University of Padova, Padova, Italy 3Department of Industrial Engineering, University of Padova, Padova, Italy, Department of Civil Environmental and Architectural Engineering, University of Padova, Padova, Italy aluca.pezzato@unipd.it, bmanuele.dabala@unipd.it, ckatya.brunelli@unipd.it Keywords: Plasma Electrolytic Oxidation, Aluminum Alloy, Additive Manufacturing, Corrosion Abstract.
Acknowledgments This research was supported by Department of Industrial Engineering, University of Padua (BIRD 2018).
Dabalà, Antibacterial effect of PEO coating with silver on AA7075, Materials Science and Engineering C 75 (2017) 554-564
Surface Engineering of Light Alloys: Aluminium, Magnesium and Titanium Alloys, Oxford, Woodhead Publishing, 2010, pp. 155-183.