Search results

Goda, Randon Seas and Design of Maritime Structures, World Scientific Publishing, Advanced Series on Ocean Engineering, v. 15, 2010
A slowly-varying bathymetry, Coastal Engineering. 18 (1992) 183-204
Larsen, An Efficient Finite-Difference Approach to the Mild-Slope Equation, Coastal Engineering. 11 (1987) 329-351
Losada, RANS modeling applied to random wave interaction with submerged permeable structures, Coastal Engineering. 53 (2006) 395 – 417
Dalrymple, Water Wave Mechanics for Engineers and Scientists, World Scientific Publishing, Advanced Series on Ocean Engineering, v. 2, 1991.

An Appraisal of Stability of a Highway Retaing Wall on a Reservoir Bank ShenYupeng1, Dong Shuhai2 LiuYongpin3 1Department of Civil Engineering, Beijing Jiaotong University Beijing, 10044, China; 2CCCC Third Harbor Consultants Co., Ltd, 200032, Shanghai 3China Railway Eryuan Engineering Group Co.
Supported by National natural science foundation of China (No. 50908012) References [1] JTG D30—2004, Code for subgrade design[S], Beijing: China Communications Press.,2004 (in Chinese); [2] JTG 004-89, Specifications of earthquake resistant design for highway engineering, Beijing: Ministry of transport of the People’s Republic of China,1989 (in Chinese); [3] GB 50111-2006, Code for seismic design of railway engineering, Beijing: China Planning Press, 2006(in Chinese)
Akışb, Analysis of a highway embankment failure associated with the 1999 Düzce, Turkey earthquake[J], Soil Dynamics and Earthquake Engineering,2005, 25(3): 251-260; [4] Aurelian C.
Sidle, Earthquake-induced displacements of gravity retaining walls and anchor-reinforced slopes[J], Soil Dynamics and Earthquake Engineering, 2009, 29(3): 428-437; [5] Ali Azad, S.
Shahab Yasrobi, Ali Pak, Seismic active pressure distribution history behind rigid retaining walls[J], Soil Dynamics and Earthquake Engineering, 2008, 28(5): 365-375; [6] P.N.

Seismic Vulnerability of Long-span Continuous Rigid Frame Bridge with High Pier based on Fiber model and IDA Method Yin Gu1, a, Weidong Zhuo1, b and Wenting Zheng1, c 1College of Civil Engineering, Fuzhou University, Fujian, P.
EARTHQUAKE RESISTANT ENGINEERING AND RETROFITTING, Vol. 27 (2005), p.57-62.
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, Vol.25(2005),p.43-48.
Doctor’s thesis, Edited by institute of engineering mechanics, china seismological bureau.
Earthquake Engineering and Structural Dynamics, Vol.31(2002),p.491-514 [8] J.Agarwal,J.

Maulana: Impact of Plastic Labelling, Coloring and Printing on Material Value Conservation in the Products of Secondary Recycling, Key Engineering Materials, vol. 773 (2018), pp. 384-389
Damanhuri: Study of Recycle Performer Distribution of Mineral Plastic Bottle Waste (Case Study: Bandung City), Environmental Engineering Department, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Bandung (2009)
Jeremia: Plastic Packaging Material Value Conservation and Evident of the Consumers’ Acceptance, Key Engineering Materials, vol. 773 (2018), pp. 390-395
Hapsari: Plastic Packaging Material Value Conservation and the Structure of Stakeholder Role, Key Engineering Materials, vol. 773 (2018), pp. 396-404
Nurcahyo: Impact of Plastic Packaging Design on the Sustainability of Plastic Recyclers, International Journal of Applied Science and Engineering (2019). 16, 1: 25-33.

LTD of Lan Zhou Jao Tong University, Gansu, Lanzhou, 745000, China 4Southwest Jiaotong University, Chengdu 610031, China 5construction engineering Co.
LTD of Xinjiang production and construction corps., Xinjiang uygur autonomous region, urumqi,830001 6Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Gansu, Lanzhou, 730070, China 7Lanxin railway Xinjiang the CO.
In the world the application of such large-scale this type of new structure, whether it can bring many engineering hidden trouble or not has caused the attention of engineering and controversial.
Baochun Chen.Beijing: People's traffic press. 1999 [2]The application of concrete filled steel tube arch bridge engineering theory.
(Detroit,Michigan,1994) [7] W.R.LORMAN,The theory of concrete creep,Proc.ASTM.,40,pp.1082-102(1940) [8] A.D.ROSS,Concrete creep date,The Structural Engineer,15,pp.314-26(Londom,1937)

Chinese Jounal of Geotechnical Engineering, 2003, 23(1): 123–126.
Chinese Jounal of Geotechnical Engineering, 2011, 33(1): 420–425.
Journal of materials in civil engineering. 2008, 9: 571-577
Geotechnical Engineering Research Report.
Berkeley: Dept of Civi1 Engineering, University of California, 1980.

Experimental Study on Seismic Performance of RC Composite Core Walls with Steel Tube-Reinforced Concrete Columns and Concealed Steel Trusses under Eccentric Horizontal Loading Hongying Dong1, a, Wanlin Cao1,b and Jianwei Zhang1,c 1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China adonghy@bjut.edu.cn, bwlcao@bjut.edu.cn, czhangjw@bjut.edu.cn Keywords: steel tube-reinforced concrete column, steel truss, reinforced concrete, core walls, seismic performance Abstract.
The experimental results and the design recommendation can be used for the practical engineering.
Journal of Earthquake Engineering and Engineering Vibration.
Journal of Earthquake Engineering and Engineering Vibration.
World Earthquake Engineering.

Optimal Design Analysis of Composite Submersible Pressure Hull Fathallah ELSAYED1,a, Qi Hui1,b,Tong Lili1,c and Mahmoud Helal2,d,* 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China 2Production and Mechanical Design Dept., Faculty of Engineering, Mansoura University, Mansoura, EGYPT asaidhabib2000@hotmail.com,bqihui205@sina.com, ctonlili@hrbeu.edu.cn, deng_mah_helal@yahoo.com Keywords: Optimum; Submersible; Pressure hull; Strength; Buoyancy factor.
Ross, A conceptual design of an underwater vehicle, Ocean Engineering, 33 (2006) 2087-2104
Jen, Optimum design of filament-wound multilayersandwich submersible pressure hulls, Ocean Engineering, 30 (2003) 1941-1967
Ross, A conceptual design of an underwater missile launcher, Ocean Engineering 32 (2005) 85-99
Erdogan, The Finite Element Method and Applications in Engineering Using ANSYS, Springer, New York, 2006

Out-of-Plane Stability Analysis of U-Section Pin-End Steel Arch Kuantang Xi 1,a, Jin Li1,b, Tiegang Zhou1,c and Qingxing Xu1,d 1 School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China axasxzg@163.com, blijin198908@126.com, czhoutggh@xauat.edu.cn, dxuxing828@126.com Keywords: Circular arch; U-section; Pin bearing; Out-of-plane instability; With batten plate Abstract.
Fixed and pin-end arches have been widely adopted in engineering practices.
[6] Yonghua Yang, Yiyi Chen: Engineering Mechanics, Vol.25, No.4,(2008), p.1-4, 20.
(In Chinese) [7] Yonghua Yang, Jie Wu: Engineering Mechanics, Vol. 29, No. 3,(2012), p.27-32.
(In Chinese) [13] Chao Dou, Yanlin Guo: Engineering Mechanics, Vol.29, No.3,(2012), p.83-94.

Long, Early experiences with UK round 1 offshore wind farms, Proceedings of Institution of Civil Engineers: Energy, 163 (4) (2010) 167-181
Besson, Simplified modellization of gear micropitting, Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering, 216(6)(2002) 291-302
Roylance, Operating temperatures of oil-lubricated medium-speed gears: Numerical models and experimental results, Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering, 217 (2) (2003) 87-106
Luo, Modeling and analysis of transient contact stress and temperature of involute gears, Chinese Journal of Mechanical Engineering, 40 (8)(2004) 24-29
Long, Prediction of wind turbine gear micropitting under variable load and speed conditions using ISO/TR 15144-1: 2010, Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 227 (9) (2013) 1898-1914