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Vehicle-bridge Coupled Vibration on Concrete-filled Steel Tubular Arch Bridge Hongxia Tan1,a Zhengqing Chen1,b 1Wind Engineering Research Center of Hunan University, Changsha, Hunan, China, 410082 athx_123@163.com, bzqchen@hnu.cn Keywords: Concrete-filled steel tubular arch bridge, Vehicle-bridge coupled vibration, Impact factor, Dynamic response Abstract.
Wind Engineering and Industrial Aerodynamics, Vol. 6(2004), p.998 [3] He Xia :Dynamic interaction of vehicle and structure.
China Civil Engineering Journal.
Engineering Structures, Vol. 8(2010), p.2170 [6] Xinfeng Yin, C.S.Cai, Zhi Fang and Lu Deng: J.
Automotive Engineering, Vol.6(2005), p.712(In Chinese) [8] Law S.S, Zhu X.Q: J.

Artificial Immune Systems with Negative Selection Applied to Health Monitoring of Aeronautical Structures Fernando Parra dos Anjos Lima1, a, Fábio Roberto Chavarette3,b, Adriano dos Santos e Souza1,c, Simone Silva Frutuoso de Souza2,d, Mara Lúcia Martins Lopes3,e 1 Mechanical Engineering Department, Faculty of Engineering of Ilha Solteira (FEIS) 2 Electrical Engineering Department, Faculty of Engineering of Ilha Solteira (FEIS) 3Mathematics Department, Faculty of Engineering of Ilha Solteira (FEIS) UNESP – Univ.Estadual Paulista, Av.
Journal of Civil structural Health Monitoring, Springer-Verlag, p. 117–217, (2013).

Axial Compressive Behavior of High- and Ultra High-Strength Concrete-Filled AFRP Tubes Thomas Vincent1, a and Togay Ozbakkaloglu1,b 1School of Civil, Environmental and Mining Engineering, The University of Adelaide, Adelaide, South Australia, Australia 5005 atvincent@civeng.adelaide.edu.au, btogay.ozbakkaloglu@adelaide.edu.au Keywords: Concrete; High-strength concrete (HSC); Ultra high-strength concrete (UHSC); Fiber reinforced polymer (FRP); Confinement; Concrete strength.
The popularity of higher strength concretes in the construction industry has been on a steady incline during the last two decades due to the superior performance and economy offered by high- and ultra high-strength concrete (HSC and UHSC) over normal-strength concrete (NSC) in a large number of structural engineering applications.
Engineering Structures, http://dx.doi.org/10.1016/j.engstruct.2012.06.010 [2] Ozbakkaloglu, T., and Oehlers, D.
Engineering Structures, 30, 2448-2459
Journal of Structural Engineering, ASCE, 133(1), 44-56

Relation between dynamic pressure and displacement of free surface in two-layer sloshing between a magnetic fluid and silicone oil Takayoshi Ishiyama1,a, Shunsuke Kaneko2,b, Shin-ichiro Takemoto2,c, and Tatsuo Sawada2,d 1Department of Astronautical Engineering, University of Southern California, 854B, Downey Way, RRB 225, Los Angeles, CA 90089-1192, USA 2Department of Mechanical Engineering, Keio University, 3-14-1 Hiyoshi, Kohoku-ku, Yokohama 223-8522, Japan aishiyana@usc.edu, bkaneko1988@gmail.com, ctakemoto@a8.keio.jp, dsawada@mech.keio.ac.jp Keywords: Two-layered sloshing, Magnetic Fluids, Silicone Oil, Dynamic Pressure Change, Displacement of Free Surface, Magnetic Field Effect Abstract.
Because sloshing is critical around the resonant frequency, it has been extensively researched in fields such as mechanical and civil engineering, and aero/astronautics [2-4].
Puschell, Space Mission Engineering: The New SMAD, Microcosm Press, (2011), pp. 527-564
Ultrasonic Doppler Methods for Fluid Mechanics and Fluid Engineering, Zurich, (2005), pp. 39-42.

This technique was widely used only in aerospace engineering at first but, slowly, due to the flexibility of the method of shaping any complex geometry and providing immediate results, it felt its presence in dentistry in the early 1970s.
Applying engineering knowledge in dentistry by using computational techniques has contributed to the understanding of oral biomechanical aspects.
Stoica, Studies about virtual behavior of tibia fractures and nails during the fixation process, Journal of Industrial Design & Engineering Graphics 8 (2) (2013) 5-10
[6] Buciu G., Popa D.L., D Grecu, D Niculescu, R Nemes, Virtual comparative study on the use of nails at the fixation of tibial fractures using finite element method, Proceedings of The 4th International Conference ²Advanced Composite Materials Engineering ² COMAT 2012 Brasov Romania, Lux Libris Publishing House, (2012) 381-386
Teodorescu, Virtual and rapid prototyping methods applied in civil engineering: Snow, wind and earthquake simulations on a five storey building, FME Transactions, vol. 45, no. 2, (2017) 276-282.

The effect of the filling caves on Loess slope stability in irrigation Yan Liang 1, 3, a , Chao Liu 2,b , Tonglu Li 2,c and Ping Li2,d 1School of Highway, Chang’an University, Xi’an 710064, China; 2School of Geological engineering and Geomatics, Chang’an University, Xi’an 710054, China; 3Key Laboratory of Education Ministry on Highway Engineering of Special Region, Xi’an 710064, China.
(2) Workers’ safety and loess slope stability need to be considered in the proceed of cave filling, therefore cave filler cann’t be compacted in a standard way as the embankment or earth dam engineering.
Chinese Journal of Geotechnical Engineering, 2007, 29 (10):1493~1499.
Theory and design of reliability for civil engineering structures[M].

Study and Handling on the Safety of Water Pressure Blast of Cisterns Yan Zhixin1,2, Jiang Ping1,2, Wang Houyu3 1Key Laboratory of Mechanics on Disaster and Environment in Western China (Lanzhou University), Ministry of Education, Lanzhou, 730000 2School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000 China 3 Air Force Engineering Design & Research Bureau, Beijing 100077 China Keywords- demolishing projects; round cistern; water pressure blast Abstract The research deals with the issues and handling regarding the safety of complexly-structured round water pressure blast of cisterns, including calculating the safety-needed explosive quantity, explosive distribution mode, pre-treatment before the blast, safe construction and safe checking.
Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (11) : 543～545 (in Chinese) [8] Von Neuman J.
Behavior and Utilization of Explosives in Engineering Design.
The Second International Conference on Engineering Blasting Technique.

Analysis of the Stability of Ancient City Wall under Different Depths of Sapping by Numerical Calculation Zhixin YAN1, a, Can LIU 2, b, Xiang HE3, c, Huihui ZHU4, d, Sheng SHI5, e 1,2,3,4,5School of civil Engineering and Mechanics, LanZhou Unviersity, Lanzhou, Gansu 730000, P.
Chinese Journal of Rock Mechanics and Engineering, 2005, 24(13): 2225-2230
Journal of Zhejiang University (Engineering Science), 2008, 42(1): 83-87
Chinese Journal of Geotechnical Engineering, 1993, 15(5): 24-30
Engineering Science, 2002, 4(10): 57-62

Performance of abutment with geocell reinforced cement soil backfill Wenming Song, Yimin Wang, Yekai Chen School of Civil Engineering and transportation, South China University of Technology, Guangzhou Guangdong 510640 21539711@qq.com, ctymwang@scut.edu.cn, 85451294@qq.com Keywords: bridge abutment, geocell reinforcement, cement stabilized soil, backfill.
The reinforcement material is TGLG-PP-100-500 high-strength geocell produced by Lanzhou Netlong Engineering Technology Co.
Chinese Journal of Geotechnical Engineering, 2000, 22(6): 744-746.
Chinese Journal of Geotechnical Engineering, 2003, 25(2): 163–166.
Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S1): 2943-2950.

Random Seismic Response Analysis of Leaning-Type Arch Bridge Yonghe LI1,a, Airong L IU1,b, Qicai YU1,c, Pan TANG1,d, Fangjie CHENG1,e 1 College of Civil Engineering, Guangzhou University, Guangzhou 510006,.
China Journal of Railhway Science and Engineering, 2009, 6(1):21~24 [3] Chen Huai,Zhu Qian,LI Jing-bin.
Dynamic stability of leaning-type arch bridge under earthquake[J].Journal of ShenZhen science and engineering,2010,27(3):286~290 [5] Liu Airong, Yu Qicai, Zhang Junping, Wang Dingwen,.
EERC 69-03.California: Earthquake Engineering Center University of California,1969
[7] DING Yang, LIN Wei, LI Zhong-xian, Non-stationary random seismic analysis of long-span spatial structures under multi-support and multi-dimensional earthquake excitations[J].Engineering Mechanics, 2007,24(3):6-14.