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Energy attenuation model in Granular structure JIANG Hong Ying 1, a, LU jin-bu 2,b MU Qing Song 3,c 1 College of Engineering, xijing Univ，Xian , China; 2 College of Engineering, xijing Univ.
，Xian, China; 3 College of Civil Engineer and Mechanics, Lanzhou Univ，Lanzhou , China ahunter.000000@163.com, bsxfpmy@163.com, c muqs@lzu.edu.cn Keywords: Gravel pile experiment; Vibration load; Dissipation; Theoretical model.

Optimization Research on Geometric Parameters of Scallop-Shaped Lattice Shells Na Li1,a, Renan Chang2,b, Wei Zong1,c, Qihang Yu2,d 1College of Mechanical and Electronic Engineering, Nanjing Forestry University, Nanjing, China 2College of Civil Engineering, Nanjing Forestry University, Nanjing, China asissi-1001@163.com, bchangrenan2014@163.com, czongwei_168@hotmail.com, dyqh12306@163.com Keywords: lattice shell; geometric parameter; optimization; bionics; free-form surface Abstract.
Jam: Aircraft Engineering and Aerospace Technology, Vol. 83 (2011), p.59

Research on the treatment of oily sludge Ping Chen1,2,a, Lianbao Kan1,2 1 Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering; Daqing, Heilongjiang, 163318, China 2 College of Civil and Architecture Engineering, Northeast Petroleum University; Daqing, Heilongjiang, 163318, China; aemail:shenjiangong22@126.com Keywords: Oily sludge; Ultrasound; Biodegradation; Sludge dewatering Abstract: The oily sludge was more serious polluted to the environment, it is necessary to harmless treatment.
Stefanescu: Journal of Petroleum Science and Engineering Vol. 22 (1999) , p.151–160 [11] C.

Application of Multiple Nonlinear Regression Based on SPSS in The Risk Assessment of Debris Flow Qiuling Lang1, 2, a, Guangjie Li1, b ,Jingli Huang2, c 1College of Construction Engineering, Jilin University, China 130026 2Changchun Institute of Technology, China 130061 a115588091@qq.com,blgj@jlu.edu.cn, c418686120@qq.com Keywords: debris flow; multiple nonlinear regression; SPSS; risk Abstract.
Journal of Railway Engineering Society,1986(4):45-65 [2] TANG Chuan, LIU Xi-lin, ZHU Jing.
Experimental Data and Regression Analysis[J].China Civil Engineering Journal,2005,38(8):1-4

A Method of Fatigue Damage Analysis for sandwich panels on Ship XUE Qichaoa , ZOU Guangpingb (College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, China) a xue1736@163.com, bzouguangping@hrbeu.edu.cn Keywords: Fatigue; Composite; Load spectrum; ship; sandwich panel.
[2] Feng Guoqing, Research on Fatigue Strength Assessment Method of Ship Structures. 69-76, [D], Harbin engineering University, 2006.

Numerical Simulation Studies on Tension Behavior of Casing and Dowel Joint of Square Steel Tube Min Ding1,a, Zhenhua Hou1,b, Xiugen Jiang1,c, Zichen Lin2,d, Guangkui Zhang1,e, Jinsan Ju1,f,* 1Departement of Civil Engineering, China Agricultural University, Beijing, 100083, China 2School of Soil and Water Conservation, Beijing Forestry University, Beijing 100083, China adingmin2008@gmail.com, batongmude@126.com, cjiangxiugen@tsinghua.org.cn, dlinzichen20062006@126.com, ezhgk1988@163.com, fjujinsan@tsinghua.org.cn Keywords: casing and dowel joint, tension behavior, numerical simulation, failure mode Abstract.
On this basis, some advises were provided reference to the new steel structure engineering codes in Australia.
Ping: Engineering Fracture Mechanics, Vol. 72 (2005), p. 983 [5] Y.

Experimental Study on Slab Track Passenger Transportation Special Line Roadbed Power Response Ma Mingyue 1, a, WU Ke 2, b, and Gu Chenghao3,c 1 Institute of Civil and Construction, Shandong University of Science and Technology, Qingdao, Shandong 266510, P.
China 2 Research Center of Geotechnical and Structural Engineering; Shandong University; Jinan; Shandong 250061, P.
Municipal Traffic Engineering Design, 2008, 63-66
Journal of Traffic and Transportation Engineering, 2007, 7(2).

A Novel Deployable Emergency Bridge Wu Xinyan1, a, Huang jianjun 1, b, Luo Anping2,c 1 Zhejiang institute of mechanical & electrical engineering Co.
Among the deployable structures, the deployable structures with large span based on scissor-like element[1][2] are generally used in engineering.
However, deployable bridge seldom appears in civil engineering.

Petersburg State University of Architecture and Civil Engineering, 2-Krasnoarmejskaja ul. 4, St.
Journal of Applied Engineering Science, Vol. 12 (1) (2014), pp 1-10 [5] V.
Journal of Applied Engineering Science, Vol. 12 (2) (2014), pp 121-128 [6] L.

Longitudinal Shear Analysis of Composite Slabs with Prepressed Embossments HOLOMEK Josef1, a *, BAJER Miroslav1,b and VILD Martin1,c 1 Brno University of Technology, Faculty of Civil Engineering, Institute of Metal and Timber Structures, Veveří 331/95, 602 00 Brno, Czech Republic aholomek.j@fce.vutbr.cz, bbajer.m@fce.vutbr.cz,cvild.m@fce.vutbr.cz Keywords: composite slab, embossments, longitudinal shear, nonlinear analysis, small-scale test.
References [1] Patrick, M., Bridge, R., 1994, Partial shear connection design of composite slabs, Engineering Structures, Vol. 16, No. 5 [2] Holomek, J.; Bajer, M.; Barnat, J.; Vild, M., Shear Tests of Composite Slabs, Experimental and Numerical Investigation, článek v Advanced Materials Research, Praha, Vol. 923, 2013 [3] Patrick, M., Poh W., 1990, Controlled test for composite slab design parameters, IABSE reports, Zürich, 60, p. 227-231 [4] Yong-Hak Lee, Young Tae Joo, Ta Lee, Dong-Ho Ha, Mechanical properties of constitutive parameters in steel–concrete interface, Engineering Structures, Vol. 33, 2011 [5] Červenka, V., Jendele, L., Červenka, J., ATENA Program Documentation: Theory, 2013, Červenka Consulting; available at: http://www.cervenka.cz/products/atena/documentation/ [6] Midas Information Technology Co., Ltd.