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Experimental Investigation on Surface Characteristics of Long Thickness Parts of CFRP During Abrasive Water Jet Machining Process Fermin Bañon1,a*, Jorge Salguero2,b, Rafael Bienvenido2,c and Juan Manuel Vazquez3,d 1Department of Civil Engineering, Materials and Manufacturing, Higher Polytechnic School, University of Malaga.
Doctor Ortiz Ramos s/n (Campus de Teatinos), E29071 – Málaga, Spain 2Department of Mechanical Engineering and Industrial Design, School of Engineering, University of Cadiz.
Universidad de Cadiz 10, E11510 - Puerto Real, Spain 3Department of Civil and Industrial Engineering, Algeciras Higher Technical School of Engineering, University of Cadiz.
Dudenhausen, Design of a multifunctional cell for aerospace CFRP production, Lecture Notes in Mechanical Engineering. 7 (2013) 515–524. https://doi.org/10.1007/978-3-319-00557-7_42
Chen, Drilling temperature and hole quality in drilling of CFRP/aluminum stacks using diamond coated drill, International Journal of Precision Engineering and Manufacturing. 16 (2015) 1689–1697. https://doi.org/10.1007/s12541-015-0222-y

Assessment of Flexural Capacity Prediction Models for Glulam Beams of Nigerian Wood Species EKUNDAYO Olurotimi Olusegun1,a*, ARUM Chinwuba2,b and Owoyemi, Jacob Mayowa3, c 1Department of Building, Federal University of Technology, Akure, Nigeria. 2,bDepartment of Civil Engineering, Federal University of Technology, Akure, Nigeria. 2,bDepartment of Civil and Mining Engineering, JEDS Campus, University of Namibia. 3,cDepartment of Forestry and Wood Technology, Federal University of Technology, Akure, Nigeria.
Predictive models are useful across almost every area of human endeavor, particularly in engineering.
Forest Product Industry and Engineered Wood Products: The Nigerian Experience.
In World Conference on Timber Engineering, Seul
Journal of Building Engineering, 45, 103471

The first step is to tour the Civil Engineering Technology Faculty (FTKA) building to observe the quantity and quality of light available.
Acknowledgment The authors would like to thank the Faculty of Civil Engineering Technology, UMP, for providing technical data and information published in this work.
Energy audit of building systems: an engineering approach.
Procedia Engineering, 100, 187-195
Procedia Engineering, 53, 208-216

Dynamic Damage Analysis of SRC Frame Structure under Earthquake Action Shansuo ZHENGa, Bin WANG b, Liang Zhangc, Lei LId , and Wei WANG e School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China a zhengshansuo@263.net, bwangbin1853@163.com, cgztrzl@126.com, d lilei1004@163.com, ewangwei@126.com Key words: SRC frame structure; Damage variable; Dynamic balance equation; Numerical analysis Abstract: Structures may enter into nonlinear stage under strong earthquake, so precise prediction of nonlinear behavior for building structure in earthquake is important which can assess the earthquake resistance safety of structures accurately.
The exact numerical analysis model is required in actual engineering.
In order to assess the safety and serviceability of SRC structure in seismic resistant design for structural engineers accurately, it is necessary to develop reliable numerical methods and models.
J. of Engineering Fracture Mechanics.

Shirazi1,e , Budhi Primasari1,f 1) Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia. 2) Department of Water Resources Engineering, Faculty of Engineering, University of Brawijaya, Malang 65145, Indonesia a shatirah@um.edu.my, b faridahathman@um.edu.my, c mochsholichin@yahoo.com, dmoatasem.m.f@gmail.com, esmshirazi@gmail.com Keywords: Flow shallowness, semi-integral bridge, scour, pier Abstract.
Introduction Integral bridge is designed by structural engineers in Malaysia to reduce initial construction cost, long-term maintenance expenses, substructure design, resistance to accidental and seismic loadings, torsional restraint of deck at support, faster construction, tolerance requirements reduced and greater end span ratio ranges[1].
Journal of Hydraulic Engineering, ASCE, Vol. 111(4), pp713-731, (1985)
Journal of Hydraulic Engineering,ASCE.
International Junior Researcher and Engineer Workshop on Hydraulic Structures, Aula Magna, Faculty of Engineering, University of Pisa, Italy, (2008)

Study on Yield Surface under Different Load Directions for Sekiguchi and Ohta Model Zhihua Dong1,2,a, Yanbin Gao2,3,band Juyun Yuan2,3,c 1 College of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China 2 Department of Geotechnical Engineering, Tongji University, Shanghai, 200092, China 3 Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, 200092,China adongzhihua1977@yahoo.com.cn,bgaoyanbin@hotmail.com,cyuanjuyun@tongji.edu.cn Keywords: Yield Surface, Sekiguchi and Ohta Model, Anisotropy, Load Direction.
Burland, in: Engineering plasticity, edited by J.
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Energy Response Spectra of Single-Mass Bi-Degrees of Freedom Systems for Hard Soil Site Feng Wang1, a, Xin Le Li1, b, Ting Hua Yi2, c 1 College of Architecture & Civil Engineering , Dalian Nationalities University, Dalian 116600, China; 2 Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China.
Engineering Mechanics.
Earthquake Engineering and Structural Dynamics.Vol.24(2004), p.8-14.
Earthquake Engineering and Structure Dynamics.Vol.29(2000), p.1441-1455
Engineering Mechanics.

Dynamic Analysis of Arch Dam based on Observed Earthquake Zheng Liu1,a, Yonggang Guo2,b and Longbang Qing3,4,c 1Department of Aerospace Engineering, Beijing Institute of Technology, Beijing, China 2China Institute of Water Resources and Hydropower Research, Beijing, China 3College of Civil Engineering, Hebei University of Technology, Tianjin, China 4Civil Engineering Technology Research Center of Hebei Province, Tianjin, China aliuzheng1102@126.com, bguoyg@iwhr.com, cqlongbang@126.com Key Words: arch dam; finite element; observed earthquake; dynamic analysis.
At present, many scholars are studying anti-seismic engineering of large hydraulic structures [1], and finite element seismic analysis of high arch dam is also involved [2, 3].
Saouma, Engineering Fracture Mechanics, 35 (1990) 1-3
Tu, Journal of Hydraulic Engineering, Vol. 10 2 (2009)
Li, Journal of Hydraulic Engineering, 5 (2009)

Active Earth Pressure on Retaining Wall Due to Local Uniform Load Wenlong Yang1,a 1College of Civil Engineering and Architecture, Hainan University,Renmin Road, Haikou,Hainan,570228, P.R.China a362891764@qq.com Keywords: retaining wall,active earth pressure,cohesive soil,uniform load.
Vol.5 (1979), p.46–54(in Chinese) [2] Weici GU: Journal of Hydraulic Engineering.Vol.2 (1991), p.55–64(in Chinese) [3] Tinghao LU: Rock and Soil Mechanics.
Vol.23 (2002), p.470–473(in Chinese) [4] Henghui ZHAO: Chinese Journal of Geotechnical Engineering.
Vol.5 (1983), p.132–145(in Chinese) [5] Xiaojun HU: Chinese Journal of Geotechnical Engineering.
Vol.28 (2006), p.1049–1052(in Chinese) [6] Juwen LI, Chong WANG, Yiduo LIANG, et al: Chinese Journal of Geotechnical Engineering.

Pounding between inelastic three-storey buildings under seismic excitations Robert Jankowski1,a 1Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, ul.
Maison: Engineering Structures Vol. 19 (1997), p. 195
Jankowski: Key Engineering Materials Vol. 347 (2007), p. 339
Jankowski: Earthquake Engineering and Engineering Vibration Vol. 11 (2012), p. 359
Jankowski: Key Engineering Materials Vol. 293-294 (2005), p. 711