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Introduction Dynamic non-destruction test method based on the pile vibration theory is widely used to identify pile integrity in civil engineering.
China civil engineering journal, 2001, 35(1):83-87 (in Chinese)
Earthquake Engineering and Structural Dynamics, 1976, 4: 277-293
Journal of the Engineering Mechanics Division, ASCE, 1978, 104(EM3): 643-661
Journal of Vibration Engineering, 2004, 17 (1): 72-77 (in Chinese)

Experimental Behavior of Glass-FRCM Composites Applied onto Masonry and Concrete Substrates Jaime Gonzalez-Libreros1,a*, Tommaso D’Antino2,b and Carlo Pellegrino1,c 1Department of Civil, Environmental and Architectural Engineering, University of Padua, Via Marzolo 9, 35131 Padua, Italy 2Department of Architecture, Built Environment, and Construction Engineering, Politecnico di Milano, Via G.
To overcome such drawbacks, the development of composite materials in which the organic resins are replaced with inorganic matrices has recently caught the attention of the civil engineering industry.
Introduction The increasing need of strengthening and rehabilitation of existing structures has pushed the scientific community and the civil engineering industry toward the development of innovative materials and techniques.

Preface 2013 2nd International Conference on Manufacturing Engineering and Process (ICMEP 2013) was held in Vancouver, Canada, April 13-14, 2013.
The conference provides a platform to discuss Manufacturing Engineering and Process etc. with participants from all over the world, both from academia and from industry.
This book covers these topics: Materials Engineering and Technology, Mechanical Engineering, Design Technology and Engineering, Applied Thermodynamics, Heat Transfer, Energy Conversion, Electrical Engineering and Electric Machines, Power System and Energy Engineering, Its Applications, Instrumentation, Measurement Technologies, Analysis and Methodology, Electronics and Integrated Circuits, Embedded Technology and Applications, Mechatronics and Robotics, Modern Control, Automation and Reverse Engineering, Civil Engineering, Manufacturing and Industrial Engineering, Management Applications, Mathematics, Signal Processing and Data Mining, Information Technologies and Networks.
Amanda Wu, SCIence and Engineering Institute, U.S.A, amanda@sciei.org Technical Committee Prof.
Ganesh Vaidyanathan Subramanian, Sri Venkateswara College of Engineering, India Prof, Narasimham Challa, Professor of Information Technology, India Prof.

Strength and Axial Behavior of Cellular Lightweight Concrete-Filled Steel Rectangular Tube Columns under Axial Compression Jaksada Thumrongvut1,a* and Pavarate Tiwjantuk2,b 1,2Innovation and Sustainability in Structural Engineering (ISSE) Research Group Department of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technology Isan, Nakhon Ratchasima, 30000, THAILAND ajaksada.th@rmuti.ac.th, bpavarate.ti@gmail.com Keywords: Concrete-Filled Tube (CFT) Columns, Cellular Lightweight Concrete (CLC), Rectangular Steel Tube, Axial Compression, ACI Design Equation Abstract.
Introduction Concrete-filled tube (CFT) columns have been used increasingly in civil engineering and construction [1].
Furthermore, the design engineer often use CFT columns instead of RC columns to decrease the cross-section of the columns [9].
Thumrongvut, Behaviors of square thin-walled steel tubed RC columns under direct axial compression on RC core, Procedia Engineering, 14 (2011) 513-520
Ning, Experimental research on properties of high-strength foamed concrete, Journal of Materials in Civil Engineering, 24(1) (2012) 113-118

Parametric Study for Design and Analysis of Box Culvert by Using Newton's-Raphson Method and MATLAB Software Layth Abdul Rasool AlAsadi1,a*, Hussein Shakir AlBahrani2,b and Luay Kadhim AlWaeli3,c 1-3Faculty of Engineering- Civil Department, University of Kufa, Najaf, 54003, Iraq aLaytha.alasadi@uokufa.edu.iq, bHussein.albahrani@uokufa.edu, cLuayk.alwaeli@uokufa.edu.iq Keywords: Box culvert, Newton's-Raphson Method, Loading class, Slab Thickness, Optimization Abstract.
M., (2008), Optimum safe hydraulic design of culverts, Journal of Engineering and Development, Vol.12, Issue-1, p.p.66-88. https://www.iasj.net/iasj?
Galatage (2016), " Analysis of box culvert under cushion loading ", International advanced research journal in science, engineering &technology, ISSN no.
Shreedhar (2013)," Design coefficients for single and two cell box culvert" International journal of civil & structural engineering, ISSN no.0976-4399, Vol.03, Issue-03, p.p. 475-494. www.ipublishing.co.in/ijcserarticles/...
Thesis, Department of Civil Engineering Toronto, Ontario, Canada. https://digital.library.ryerson.ca/ islandora/object/RULA%3A1007

It is also an important part of forensic engineering and failure analysis.
Energy engineering is a broad field of engineering dealing with energy efficiency, energy services, facility management, plant engineering, environmental compliance and alternative energy technologies.
Energy engineering is one of the more recent engineering disciplines to emerge.
Energy engineering combines knowledge from the fields of physics, math, and chemistry with economic and environmental engineering practices.
Politehnica of Bucharest, Romania Rupesh Gupta, Chitkara University, Punjab Gaurav Jagdev, Chitkara University, Punjab S.P.Shantharajah, Sona College of Technology, India FOŘT Jan, Faculty of Civil Engineering, Czech Republic A-Cheng Wang, ChienHsin University of Science and Technology, Taiwan Yan-Cherng Lin, NanKai University of Technology, Taiwan Jung-Chou Hung, Feng Chia University, Taiwan Cheng-Kang Lee, Cheng Shiu University, Taiwan Aladdin Elhadad, Harbin Engineering University, China

Research on calculation theory of double-row piles retaining structure Cao Jing1,a, Jiang Kaiyu1,b, Gui Yue1,c and Liu Haiming1,d 1 Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming 650500, China acjlb117@sina.com, bjiang.k.y@163.com, c21176940@qq.com, dhaiming0871@163.com Keywords: excavation, double-row piles, force and deformation mechanism, calculation model Abstract.
The research results can guide the engineering practices and promote the development of calculation theory for the DRPRS.
The more development for excavation engineering and double-row piles, the stricter deformation control for excavation engineering.
China Civil Engineering Journal, 1997, 30(1): 16-24.
(In chinese) [3]  Huang Qiang．Deep foundation pit support engineering design technology[M].

[2] Neil C R: Canada Journal of Civil Engineering, 1976, 3:124-132
[3] Qianjin Yue, Xiangjun Bi, et al: China Civil Engineering Journal, 2003, 36(2) 16-19.
(In Chinese) [6] Jinping Ou, Gang Wang, et al: The Ocean Engineering, 2002, 20(1):7-14.
，Chopra A.K.．Earthquake Engineering and Structural Dynamics, 1974(3): 33-49
Pro.3rd world conference on earthquake engineering.

Evaluation Of Multi Storey Structures In Malaysia Narayanan Sambu Potty1, a and Mohd Redzuan Abdul Hamid1 1 Department of Civil Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750 Tronoh, Perak Darul Ridzuan, Malaysia anarayanan_sambu@petronas.com.my Keywords: Assessment, Wind loads, Earthquake, Serviceability.
Hence engineers use [21], [22] or [6].
Irsyam, The Effect Of The Latest Sumatra Earthquake To Malaysian Peninsula, Journal Of Civil Engineering, 15, 2, 2002
Sirajudin, Assessment of Building for Seismic Resistance , Malaysian Journal of Civil Engineering, 23, 1, 2011, 86-104
Engineering Journal/AISC, 2003

Numerical Study of Asymmetric Friction Connections (AFC) with Large Grip Length Bolts Mahdi Hatami1,a*, Gregory MacRae2,b, Geoff Rodgers3,c, Charles Clifton4,d 1PhD Candidate, Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand 2Associate Professor, Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand 3Associate Professor, Department of Mechanical Engineering University of Canterbury, Christchurch, New Zealand 4Associate Professor, Department of Civil and Environmental Engineering, University of Auckland, Auckland, New Zealand amahdi.hatami@pg.canterbury.ac.nz, bgregory.macrae@canterbury.ac.nz cgeoff.rodgers@canterbury.ac.nz, dc.clifton@auckland.ac.nz Keywords: Low damage construction, Asymmetric Friction Connections, Finite element Analysis, Large grip length bolts Abstract.
P., Energy Dissipation with Slotted Bolted Connections: Earthquake Engineering Research Center, University of California, 1994
C., Mackinven H., Mago N., Butterworth J., and Pampanin S., "The sliding hinge joint moment connection," Bulletin of the New Zealand Society for Earthquake Engineering, vol. 43, p. 202, 2010
[5] Chanchí, J., MacRae G., Chase J., Rodgers G., and Clifton G., "Behaviour of asymmetrical friction connections using different shim materials," in Proceedings of the New Zealand Society of Earthquake Engineering-Annual Conference.
H., Clifton C., MacRae G., Zhou H., and Ramhormozian S., "Proposed design models for the asymmetric friction connection," Earthquake Engineering & Structural Dynamics, 2014