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The Application of DELMIA in ARJ21 Aircraft Central Wing Assembly Simulation Hongjun Liu1, a, Xiaoyan Tong1, b, shengli Lv1,c ,qingming Fan2, d, 1 National Key Laboratory of Science and Technology on UAV, Northwestern Polytechnical University, Xi’an, china 2 Xi’an Technology University, Xi’an, china a hjliu@nwpu.edu.cn, b tongxy@nwpu.edu.cn, c lslv2003@nwpu.edu.cn, dfanqm2005@sina.com, Keywords: DELMIA；aircraft，central wing；assembly simulation；human engineering.
[3] Lijie, Zhang Wei Simulation of passenger evacuation under emergency in large civil aircraft.
Jourmal of shenyang institute of aeronautical engineering. 2010,26(4) : 11-14.

Earthquake Engineering & Structural Dynamics, Vol.26, 701-716, 1997
Structural Engineering International, Vol.6, 25-31, 1996
Journal of Bridge Engineering, Vol.8, 102-111, 2003
Journal of Structural Engineering, Vol.5, 329-367, 2001
Earthquake Engineering and Structural Dynamics, accepted

Numerical Simulation of Inner Support for Excavation Based on FEM software ABAQUS Yue Sun1, a, Yuenan Chen1,b and Zhiyun Wang2,c 1CNPC Engineering Company Limited Geotechnical Engineering Company, Beijing, 100085, China; 2Ocean and Civil Engineering Institute, Dalian Ocean University, Dalian, Liaoning, 116023, China.
Journal of Geotechnical Engineering Division, ASCE, 1990, 116(6):964-985
Journal of Geotechnical Engineering Division, ASCE, 1981, 107(GT6):759-778
Journal of Geotechnical Engineering Division, ASCE, 1974, 100(GT9):1086-1089
Journal of Geotechnical and Geoenvironment Engineering, ASCE, 1997, 94-99.

Di Palma2,f 1Department of Engineering, University of Campania ‘‘Luigi Vanvitelli‘‘, via Roma 29, 81031 Aversa, Italy 2Italian Aerospace Research Centre, CIRA Capua, 81043 Italy adonato.perfetto@unicampania.it, bgiuseppe.lamanna@unicampania.it, cmario.manzo1@unicampania.it, da.chiariello@cira.it, ef.dicaprio@cira.it, fl.dipalma@cira.it Keywords: drop test; fuselage; composite material; FEM; crashworthiness.
This paper deals with the development of a numerical model, based on the explicit finite element (FE) method, aimed to investigate the energy absorption capability of a full-scale 95% composite made fuselage section of a civil aircraft.
Soprano: Procedia Engineer.

Study on Earth Pressure of Foundation Pit Excavation by Model Test Guihe Wang a, Yuyou Yangb College of Engineering and Technology China University of Geosciences 29 Xueyuan Road, Haidian District, Beijing 100083, China awanggh@cugb.euc.cn, byangyuyou@cugb.edu Keywords: Model test, Composite foundation, Earth pressure, Excavation Abstract.
In this case, foundation pit excavation is an engineering problem which needs to be solved urgently.
Because of the special nature of geotechnical engineering in that, the theory of the calculation falls seriously behind the engineering practice [4], test methods including the model test and field practice in foundation engineering research have been widely used [5].
Rock Mechanics and Engineering, 2008,27 (1) :3070 -3074 (In Chinese) [2] High-Indian stand.
Civil Engineering Journal, 2009,42 (1) :76-80 (In Chinese) [5] Frydman S, Baker R, Levy A.

Advances in Seismic Research of Long-distance Transportation Pipes Tingyue Hao Department of Civil Engineering, Tangshan College,063000,China Keywords: earthquake; long-distance transportation pipes; liquefaction of sandy soil; seismic measures Abstract.
Suspending pipeline is aboveground and important means of pipe engineering suspending river, ditch, canal.
Journal of Earthquake Engineering and Earthquake Vibration, 2004,24(4):143～147
Journal of World Earthquake Engineering, 2004,20(3):123～128 [11] Guo Haiyan, Meng Fanshun.
Journal of vibration engineering, 1998,11(2):165～170 [12] Huang Qiangbing, Peng Jianbing,Yang Tianliang.

Research On the Bearing Mechanism of Mudstone With Soft-hard Alternant Strata MA Furong1,a,YANG Shoumei2,b 1 Department of civil Engineering, Guangxi Economic Management Cadre College, Nanning Guangxi,China 2 Department of Law, Guangxi Police Acadamy, Nanning Guangxi,China amfrong2004@163.com, by_shoumei@163.com Keywords: interbedded mudstone; shallow plate loading test; mechanism Abstract.
So engineers often encounter the following issues.
In the field the SPT was tested at different depths, which 206 engineering data was collected, the depth is from10 meter to 80 meter.
Table 1 shows the general situation of engineering geological for site.
Chinese journal of underground space and engineering, 2006,2(8):1390-1393

Precast Lightweight Foamed Concrete Sandwich Panel (PLFP) Tested Under Axial Load: Preliminary Results Noridah Mohamad1, a, Wahid Omar2,b and Redzuan Abdullah3,c 1Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Johor, Malaysia. 2,3Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai, Johor, Malaysia.

Analysis on Reasonable Structure of Main Girder of Harp Shaped Cable-Stayed Bridge without Backstays Aijun Chen1, a, Guojing He 1,b 1School of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha,410004, P R of China； achen_aijun@126.com, bcegjhe@hotmail.com， Keywords: Harp Shaped Cable-Stayed Bridge, Steel-Concrete Composite Girder, Spine Girder, Reasonable Structure Abstract.
The Research on the Reasonable Structure of Long-span Harp-shaped Cable-stayed Bridge with No Backstays [D]. changsha：College of Civil Engineering, Hunan University, 2005.

A relatively new NDT technique in civil engineering is single-sided proton (or 1H for hydrogen) nuclear magnetic resonance (SS-NMR).
In civil engineering, several different topics have been addressed by single-sided NMR-measurements.