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Yazyev, Calculation of creep of circular cylindrical shell by bending theory, Procedia Engineering. 165 (2016) 1141-1146
Engineering. 6 (2014) 20-24
Pahl, Constrained construction of planar delaunay triangulations without flipping, Construction mechanics of engineering structures and structures. 14 (2) (2018) 154-174
Aidemirov, Calculation of farms by the finite element method taking into account geometric nonlinearity, Industrial and civil engineering. 11 (2016) 4-7
Malinin, Applied theory of plasticity and creep, mechanical engineering, Moscow, 1975.

Dynamic Responses of an X-braced Jack-Up Leg with Pile-Soil Foundation Sanghwan Heo1, a, Weoncheol Koo1, b*, Min Su Park2, c and Sung Jae Kim3, d 1Department of Naval Architecture and Ocean Engineering, Inha University, Incheon, Korea 2Structural Engineering Research Division, Korea Institute of Construction Technology, Gyeonggi, Korea 3School of Naval Architecture and Ocean Engineering, University of Ulsan, Ulsan, Korea a luckpig12@gmail.com, b wckoo@inha.ac.kr, c mspark@kict.re.kr, dslayersj8@nate.com Keywords: Jack-up leg, Morison equation, Substructure method, Pile-soil foundation, Modal analysis, Newmark-beta method, Offshore wind turbine installation vessel.
Generally, a jack-up type structure is used as OWTIV and it can be operated for multi-purpose ocean engineering projects.
Venkataramana, Wave and earthquake response of offshore structure with soil-structure interaction, Proceeding of Japan Society of Civil Engineers, Structure Eng.
Park, Numerical analysis of hydrodynamics characteristics for various types of jack-up legs, Journal of Ocean Engineering and Technology, 28(5) (2014), pp. 371-377
Kawano, Numerical analysis of the dynamic response of an offshore platform with a pile-soil foundation system subjected to random waves and currents, Journal of Waterway, Port, Coastal, and Ocean Engineering, 138(4) (2012), pp. 275-285.

Journal of Engineering Mechanics.
Engineering Structures.
Engineering and Structural Dynamics.
Journal of Engineering Mechanics.
Earthquake Engineering and Engineering Vibration.

Damping of Stay Cable-Passive Damper System with Effects of Cable Bending Stiffness and Damper Stiffness Min LIU1, a, Guangqiao Zhang1,b 1 School of Civil Engineering, Harbin Institute of Technology, Harbin 150090 China aemail address: liumin@hit.edu.cn, bemail address: zgqzgq2009@163.com, Keywords: Damping, Stay cable, passive damper, bending stiffness, damper stiffness.
I: Linear viscous damper, Journal Engineering Mechanics, 128(2002),1062–1071
II: Nonlinear damper, Journal Engineering Mechanics, 128(2002),1072–1081
R.Hogsberg, Damping of cables by a transverse force, Journal Engineering Mechanics,131(2005), 340–348
Hoang, Design formulas for damping of a stay cable with a damper, Journal of Structural Engineering,134(2008),269-278.

Introduction In recent years, the tunnel shield construction technology is widely used in engineering practice of urban subway tunnels, tunnels and other municipal engineering.
The surface displacement which caused by new tunnel construction brings security threats to neighboring structures, causing widespread concern in academic and engineering.
LIU: Engineering Mechanics, Vol.28 (2011), p.133 (In Chinese)
Wang: ANSYS Civil Engineering Applications (China WaterPower Press, Beijing 2011) (In Chinese)
Wang: ANSYS numerical analysis of engineering structures (China Communications Press, Beijing 2007) (In Chinese).

Jiangsu Electric Machine Engineering, 1996, 15(3): 1-6.
Engineering Structures, 1993(7): 289-302
Engineering Journal of Wuhan University, 2008, 41(Sup): 258-263.
Engineering Journal of Wuhan University, 2008, 41(3): 91-96.
China Civil Engineering Journal, 2007, 40(11): 9-14.

The boundary condition can be determined by the judgement of structural engineers to resist the applied exterior load conditions.
Acknowledgement This study was supported by the 2010 research grant from the National Research Foundation of Korea (The project number is NRF-2010-0004385) References [1] Venkatesh Kodur, Mahmd Dwaikat, Rustin Fike, High-temperature properties of steel for fire resistance modeling of structures, Journal of Materials in Civil Engineering, 2010, Vol. 22 No. 5, pp. 423-434
[2] In-Kyu Kwon, A study of the properties of SM 400 for evaluation of structural stability at high temperature, Journal of Korean Institute of Fire Science and Engineering, 2013, Vol.
Buchanan, Fire Engineering Design Guide, Christchurch, New Zealand(2001)
[4] SBI, Fire engineering design of steel structures, Swedish Institute of Steel Construction, Stockholm(1976).

The Influence of Modified Natural Records on Seismic Response of Reinforced Concrete Structure An Dong1, a, Qu Tiejun1, b 1College of Architecture and Civil Engineering, North China University of Technology, Beijing, 100144, China ahadesloveln@163.com, bqutiejun18@163.com Keywords: Numerical model, Response, Spectrum matching, Reinforced concrete frame Abstract.
K. etc: Journal of Structural Engineering Vol. 137(3) (2011) p.278 [2] Honda R., Ahmed T.: Journal of Structural Engineering Vol. 137(3) (2011) p.391 [3] Masi A., Vona M., Mucciarelli M.: Journal of Structural Engineering Vol. 137(3) (2011) p.367 [4] Hancock J., Bommer J.J.: EarthquakeEngineering&Structural DynamicsVol.37(14)(2008) p.1585 [5] Dong An, Tiejun Qu: Earthquake Engineering and Engineering Dynamics Vol. 34(1) (2014) p.123 [6] Abrahamson N.A: Seismological Research Letters, Vol.6 (1) (1992) p.30 [7] Information on http://www.seismosoft.com (2013) [8] Hancock J., Watson-Lamprey, etc: Journal of Earthquake Engineering, Vol.10 (2006) p.67 [9] Lilhanand K., Tseng W.S: Proc. of the 9th WCEE, Tokyo Japan Vol.

Experimental Study on Static Characteristics of Sandy Pebble Soil Bin Jiaa, Yong Yaob, Lu Chengc, Daiguo Chenc The Department of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, 621010, China; aJiabin216@126.com, b Yaoyong @swust.edu.cn, c335300311@qq.com Keywords: Sandy pebble soil, Consolidation drained triaxial shear test, Stress-strain, Poisson ratio Abstract.
Therefore, in the engineering, shear strength characteristics of sandy pebble soil are always the research issue.
(Chinese Journal of Rock Mechanics and Engineering. 2005,24(4): 657-661
(Journal of Hydraulic Engineering. 1982(9): 22-31
(Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (7): 1104-1111

The engineering characteristics of red clay are related.
Acknowledgements This work was funded by National and local joint engineering laboratory of traffic Civil Engineering Materials of Chongqing Jiao tong University (No. 
Highway Engineering, 2011，36(2):48-52
Highway Engineering, 2013，38(2):6-11
Highway Engineering,2012，37(5):41-43