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Bridge Safety performance testing, disease analysis, assessment and strengthening have gained much attention in the field of bridge engineering evaluation [2].
The developed method can provide important engineering references for the evaluation and inspection of other bridges.
(2) The existence of void and bearing aging, in need of replacement, engineering and construction technology see the "North Bridge Dongguan, Guangzhou-Shenzhen Highway Maintenance Project construction design
References [1]Ou Jinping and Li Hui,The state-of-the art and practice of structural health monitoring for civil infrastructures in the mainland of China.The 2nd International Conference on Structural Health Monitoring of Intelligent Infrastructure.Shenzhen,P.R.ofChina.November 16-18,Vol.1,pp69-94,2005 [2]Inaudi D.Monitoring of a concrete arch bridge during construction.Smart Structures and Materials,San Diego,2002:4696~5017 [3]Doebling SW,Farrar CR and Prime MB,Shevitz DW.Damage identification and health monitoring of structural and mechanical systems from changes intheir vibration characteristics:a literature review.Los Alamos NationalLaboratory ReportLA-13070-MS,1996 [4]Xia Y,Hao H.Long term vibration monitoring of an RC slab:Temperature and humidity effect.Engineering Structures.2006,28:441-452
[5] Wu JR,Li QS.Finite element model updating for a high-rise structure based on ambient vibration measurements.Engineering Structures.2004, 26(2004):979-990

A New Parameter to Evaluate Liquefaction Resistance of Saturated Sand under Complex Dynamic Stress Paths Bo Huang1, a, Xingyao Chen1, Qingjing Wang1, Daosheng Ling1 1Institute of Geotechnical Engineering, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China acehuangbo@zju.edu.cn Keywords: Complex dynamic stress paths, liquefaction resistance, load efficiency, hollow cylinder apparatus.
Complex dynamic stress paths are common in engineering practice, such as circle-shaped dynamic stress path in two-dimensional stress plane induced by ocean wave [2], oblique oval-shaped path induced by obliquely incident seismic waves of shallow earthquakes, side laying heart-shaped path induced by traffic loading [5].
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[9]K.T.Law,Y.L.Cao and G.N.He: Canadian geotechnial journal.Vol.27-3(1990),p.320 [10]Sooil Kim and Keunbo Park: KSCE Journal of Civil Engineering.

Idichandy5 1,2,3,4Department of Civil Engineering, Universiti Teknologi PETRONAS, 31750 Tronoh, PERAK, Malaysia 5Department of Ocean Engineering, IIT Madras, INDIA akurian_john@petronas.com.my Keywords: Anodes, Cathodic protection, Drag coefficient, Hydrodynamic forces, Inertia coefficient, Malaysian offshore locations, Morison equation, Tubular cylinders.
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Ghani2,b and NOR AZAZI Zakaria2,c 1Department of Civil Engineering, Faculty of Engineering, Universiti Teknologi PETRONAS, 31750, Tronoh, Perak, Malaysia 2River Engineering and Urban Drainage Centre, Engineering Campus, Universiti Sains Malaysia, Seri Ampangan, 14300 Nibong Tebal, Penang, Malaysia.
Journal of Environmental Engineering, 136(9) (2010) 878-889
Journal of Environmental Engineering. 131(11) (2005) 1521-1531
Journal of Environmental Engineering, 137(9) (2011) 800-808
Journal of Hydrologic Engineering, 15(6) (2010) 404-416

Numerical Analysis of Reinforcing Bars in the Support Zone of Central Slab-Column Connections Subjected to Eccentric Tension Barbara Wieczorek1,a* 1Department of Theory of Building Structures, Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5 st.,44-100 Gliwice, Poland abarbara.wieczorek@polsl.pl Keywords: reinforced concrete structure, punching, slab-column connections, two-way slabs structural integrity reinforcement, experimental research, numerical modelling Abstract.
Wieczorek, Influence of the location of the column on the load capacity of a slab-column connection for the inner column after punching, Procedia Engineering, Vol. 57, 2013
Wieczorek, Idea of a simplified model to determination of the load capacity of and inner slab-column connection after its punching, Procedia Engineering, Vol. 65, 2013
Wieczorek, Investigations concerning the corner part of the reinforced concrete structures in the emergency of removing the corner support, Procedia Engineering, Vol. 65, 2013
Wieczorek, Numerical analysis of the deformation of the corner part of slab-column structures, 20th International conference „Engineering mechanics”, Svratka, Czech Republic, May 12-15, 2014

Timber engineering.
Moisture-induced stresses in spruce cross-laminates, Engineering Structures 32 (2010), 600-606
Engineering Structures 33 (2011), 3071-3078
Dep. of Civil Engineering, Aalborg University (2007); ISSN: 1901-7294
Wood Science and Timber Engineering, Paper no. 1, 2nd ed., ISSN-1395-7953 R0502, Dept. of Building Technology and Structural Engineering, Aalborg University (2005)

Zhanga aSchool of Naval Architecture, Ocean and Civil Engineering, Shanghai JiaoTong University, Shanghai 200240, P.
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Engineering Failure Analysis, 81, 1-9
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Cipto Mangunkusumo Samarinda, Indonesia, 75131, Indonesia. 2Departemen of Mechanical Engineering and Industrial, Universitas Gadjah Mada, Jln.
Grafika No.2, Yogyakarta,55281, Indonesia. 3Department of Mechanical Engineering, Universitas Syiah Kuala, Jln.
Engineering products usually cannot be separated from defects.
Ma, Friction stir welding and processing, Materials Science and Engineering: R: Reports, 50(1–2), (2005), 1-78, https://doi.org/10.1016/j.mser.2005.07.001 [7] R.
Raja, Effect of material location and tool rotational speed on microstructure and tensile strength of dissimilar friction stir welded aluminum alloys, Archives of Civil and Mechanical Engineering, 12(4), (2012), 446-454, https://doi.org/ 10.1016/j.acme.2012.08.002 [16] P.