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Experimental Tests for the Analysis of the Load-Bearing Capacity of an Internal Slab-Column Connection after its Punching at Various Positions of the Column Barbara Wieczorek1,a* 1 Department 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, slab-column connections, punching, progressive collapse, two-way slabs structural integrity reinforcement, experimental research Abstract.
The technical and engineering procedure of modelling a flat slab of reinforced concrete slab-column structures is presented in [12].
Ph.D. thesis, School of Architecture, Civil and Environmental Engineering, Ecole polytechnique fédérale de Lausanne (EPFL), Switzerland, 2010
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, Concept of shell-beam model of slab-column connection based on analysis of the 3D model, Procedia Engineering, Vol. 65, 2013.

There is a serious damage issue of earthquake in civil structures due to its poorer soil.
Yu: World Earthquake Engineering, Vol. 25 (2009) No. 2, p. 46-53.
The Criterion based on Engineering Construction of ShangHai.
Luo: Earthquake Engineering and Engineering Vibration, Vol. 22 (2002) No. 4, p.102-107.
The Rule of Underground Railway and Light Rail Transit Geotechnical Engineering.

Crack Growth Model under Creep-fatigue Interaction Rui Zhang 1, a, Hongliang Li 1, b 1 Department of Engineering Mechanics, college of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Harbin, 150001, China a zhangrui97@sohu.com, b leehl@sina.com Keywords: Creep-fatigue, Crack growth, Dislocation-free zone, J-integral Abstract.
Introduction The creep-fatigue is a very important and complicated problem in the engineering field.
Fig. 3 The comparison of the calculated crack growth rate with experimental results Acknowledgement This work is supported by the Fundamental Research Foundation of Harbin Engineering University (Grant No.
Mendez: Engineering Fracture Mechanics Vol. 71 (2004), p. 2299 [2] Rui Zhang, Yi Sun and Jun Ma: Mater.

Application of the R-function theory and least square method for torsion problem with H-shaped cross-section Ping-Ping Li1, a , Hong Yuan1, b , Shanqing Li1, c 1 MOE Key Laboratory of Disaster Forecast and Control in Engineering, Institute of Applied Mechanics, Jinan University, Guangzhou 510632, China aLipinghappyday@qq.cn, btyuanhong@jnu.edu.cn, clishanqing2008@foxmail.com Keywords: R-function theory, least square method, bar with H-shaped cross-section, torsion problem Abstract.
Introduction As a kind of structural forms, the shells and plates are widely used in various fields, such as, in the large-span roof, the underground foundation engineering, the hydraulic engineering, the large container manufacturing, the aviation, the shipbuilding, the missiles, the space technology, the chemical industry, and so on.
Torsion problem also appears widely in all kinds of engineering, such as mechanical engineering, civil engineering, etc.
Xu: Solid Mechanics Weighted Residual Method (Mechanics in Engineering), Vol.4(1960) (In Chinese)

Solar shading performance of different louver shading materials in hot summer and cold winter zone Zhangkai Li, Jian Yao* Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo, China email: yaojian@nbu.edu.cn Keywords: Louver shading materials; solar shading performance; building energy.
Yuan, “Study on Residential Buildings with Energy Saving by 65% in Ningbo,” Journal of Ningbo University (Natural science & engineering edition).vol. 23, pp. 84-87, 2010
Yan, “Evaluation of The Energy Performance of Shading Devices based on Incremental Costs,” Proceedings of World Academy of Science, Engineering and Technology, vol.77, pp. 450-452, 2011
Yan, “Effects of Solar Absorption Coefficient of External Wall on Building Energy Consumption,” Proceedings of World Academy of Science, Engineering and Technology, vol.76, pp. 758-760, 2011
[8] GAO Hua-sheng, YANG Xiao-xian and CHEN Yu –hui et al., “Water Pollution Control in Rural Villages: Case Study,” Journal of Ningbo University (Natural science & engineering edition), vol.23, pp.74-78, 2010

Calculation of the periodic solution in Nakamura’s model Bin Zhen1,2,a and Zhangjun Liu1,b 1College of Hydraulic and Environmental Engineering, China Three Gorges University, Yichang, 443002, PR China 2School of Civil and Architecture Engineering, Wuhan University of Technology, Wuhan, 430070, PR China azhenbin80@163.com, bliuzhangjun73@yahoo.com.cn Keywords: Nakamura’s model; footbridge; pedestrians; lateral vibration; periodic solution; Abstract.
Roche: Journal of Bridge Engineering Vol. 6(6) (2001), p. 412
Willford: Linking London: The Millennium Bridge (The Royal Academy of Engineering 2001)
Willford: The Structural Engineer, 79(22) (2001), p. 17
Nakamura: ASCE Journal of Structural Engineering, (2004), p.32

Because of its high stiffness and large ultimate load, it was widely used in engineering [1].
can be found in engineering dictionary.
References [1] J.G.N, Z.B.Y: Journal of China Civil Engineering.
[3] C.K.F, C.C.K: Journal of Yantai University (Natural Science and Engineering Edition).
Structure Engineering.

Dynamic Analysis of Large-displacement Motion Simulator Zhou Yuefa1, a, Guo Songlin2, b, Zhou Wenbo3, c, Zhang Zhiyong4, d, Song Tianshu5, e 1,2,4,5College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Room 3095, Building 11, No.145, Nantong Street, Nangang District, 150001 Harbin, Heilongjiang Province, P.R.
China 3Department of Mechanical Engineering, University College London London, WC1H 9EB, UK azhouyuefa@163.com, bguosonglin90 @126.com, czhouwenbo1991@163.com, dzzyhunan@163.com, esongts@126.com Keywords: Motion Simulator, Large-displacement, Dynamics, Roberson-Wittenburg Method Abstract.
Sliding and terminal sliding mode control of a 3-axis flight motion simulator. 2012 20th Iranian Conference on Electrical Engineering (ICEE 2012).
Key Engineering Material, 419-420(2009), pp. 169-172 [4] Zhou Yuefa, Wang Tao, Li Hong, Fan Tao, Zhang Zhiyong.
Journal of Harbin Engineering University, 2012, 33(4), pp. 454-458 [5] Roberson，R．E：A form of the translational dynamical equations for relative motions in systems of many non-rigid bodies．Acta Mech， pp. 297-308, 1972.

Introduction With the high development of China economy in recent years, acute aggravation of urban population and the increasing environment and energy issues, all kinds of underground engineering, tunnel and bridge engineering construction is also very active.
This paper simulate the actual engineering of concrete pouring by ABAQUS, and draw some meaningful conclusions that has certain guiding significance Engineering Overview The Model of all dimensions and positions was established in accordance with the "Yangdan mountain tunnel trolley design", the thickness of the steel plate on trolley is 10mm.
According to the situation of the actual engineering constraints, the model for the bottom of trolley is fixed, template and  ribbed plate boundary use the symmetric constraint.
[4] JIANG Yuejin,LI Guoliang, Design and application of Magang tunnel steel mould trolley, West-china exploration engineering, S1(2005) 189-191
[5] MA Qinfang, Analysis on force simulation of trolley based on Midas/civil, Road machinery& construction mechanization,3 (2013) 73-75

Research on improving GNSS level fitting accuracy of multi-faceted function Qun He1,Yongsheng Chen1, JunYu Chen1, aand Hongbin Ma1 1School of Resources and Civil Engineering, Northeastern University,Shenyang, China aneu_cjy@163com Keywords:Multi-faceted function, GNSS level,Kernel function, smooth coefficient, fitting accuracy.
Introduction GNSS level is widely used in many engineering [1].We can obtain normal height from GNSSlevel.
We analyze methods to select smooth coefficientfor improving fitting accuracy of model in engineering [2-4].
Select of kernel function.Eq.2, Eq.3 and Eq.10 are proved in practical engineering.
Multi-faceted fitting model can use in a GNSS height fitting practical engineering.