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Online since: October 2011
Authors: Mei Shan Gao, Shi He Wang, Xiao Ming Wang, Ming Chun Guo
CFD Simulation of Flow in Random Packing Columns with Seawater Desulfurization GAO mei-shan1,a, WANG shi-he1,b, WANG xiao-ming2, Guo ming-chun3,c 1College of civil engineering, Southeast University, Nanjing, China 2State Power Environmental Protection Research Institute, Nanjing, China 3Shanghai Huolin Engineering Plastics Co., Ltd., Shanghai, China asandy_gms@163.com, bwshhj@seu.edu.cn, cgmcjz1120@sina.com Keywords: seawater desulfurization; packing columns; CFD simulation; Abstract.
,Chemical Engineering Science,1995,50(19):3043—3056
F., Chemical Engineering Science, 2001,56(2):523-529
J., Chemical Engineering Science, 2001, 56:5945-5953
Chemical Engineering Progress, 1952,48:89-94
Online since: June 2025
Authors: Francois Njock Bayock, Paul Kah, Maxime Yana Yebga, Dimitrif Dongho Tsague
Roy, Artificial intelligence in material engineering: A review on applications of artificial intelligence in material engineering.
Department of Mechanical Engineering, Institute of Technology, Nirma University, Ahmedabad 382481, India, 2014
Onuorah, A review of weldability of carbon steel in arc-based welding processes, Cogent Engineering, 6 (2019) 1609180
J. of Civil Eng. and Tech. 8 (2017) 345‑353
Kah, Development of an Artificial Intelligence-Based Algorithm for Predicting the Mechanical Properties of Weld Joints of Dissimilar S700MC-S960QC Steel Structures, Civil Eng.
Online since: May 2016
Authors: Jaroslav Odrobinak, Peter Kotes, Josef Vican
Determination of load-carrying capacity of railway steel and concrete composite bridges VIČAN Josef1,a,ODROBIŇÁK Jaroslav1,b*and KOTEŠ Peter1,c 1 University of Žilina, Faculty of Civil Engineering, Univerzitná 8215/1, 01026 Žilina, Slovakia ajosef.vican@fstav.uniza.sk, bjaroslav.odrobinak@fstav.uniza.sk, cpeter.kotes@fstav.uniza.sk * corresponding author Keywords: load-carrying capacity, existing bridges, railway bridges, composite girders.
Lassen, Creating a bridge management system, Structural Engineering International, 3 (1998),216-220
Marshall, The Pontis bridge management system, Structural Engineering International,4 (1998),303-308
Bujňák, Verification of composite steel-concrete bridge behaviour, Procedia Engineering, Elsevier, 65 (2013), 440-446
Odrobiňák, Verification of flexural behavior and simplified modeling of steel-concrete composite bridge, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, De Gruyter, 14/1 (2014), 67-74
Online since: August 2012
Authors: Fang Yuan Li, Zheng Yuan Xie, Xiao Shuai Guo
There is a lot of bridge engineering in these broaden part, just like in the expansion of Guangdong-Foshan and Shanghai-Nanjing freeway [1-3].
The typical engineering are Guangzhou-Foshan highway extension, Beijing-Tianjing-Hebei highway extension and Shenyang-Dalian expressway extension.
References [1] The institute of Guangzhou-Foshan highway heavy repairing engineering construction: The management and technology of Guangzhou-Foshan highway heavy repairing engineering construction.
Structural Engineering International 4(2008), p.351-355
D. and Hosseini, M.: Design problems in RC bridge widening, Modification of Concrete Bridges CBDG Seminar, London, 1995 [9] Hosseini, M. and Jefferson, A.D.: Full scale monitoring of a widened reinforced concrete underbridge, Proceedings of the Fourth International Conference in Civil Engineering, Tehran, Iran, 1997, Vol. 3, p.512~521
Online since: December 2010
Authors: Mao Song Huang, Qing Ren
Research Report, Dept. of Civil Engineering., MIT, Cambridge, Mass (1982)
Engineering Analysis with Boundary Elements, Vol. 31 (2007), p. 473
Soil Dynamics and Earthquake Engineering, Vol. 28 (2008), p. 333
Journal of Engineering Mechanics, ASCE, Vol. 108 (1982), p. 1103
Journal of Engineering Mechanics, ASCE, Vol. 120 (1994), p. 1429
Online since: August 2013
Authors: Yong Ping Xie, Gang Sun, Lei Jia
Reviews Research and Development of Reinforced Concrete Column Seismic Performance Evaluation XIE Yongping1,a, JIA Lei1,2,b, Sun Gang3 1 Department of Exploration Technology and Engineering, Shijiazhuang University of Economics, Shijiazhuang 050031, China 2.School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China 3 Hebei Engineering and Technical college, Cangzhou 061001, China a.axypa@163.com,b.jialei1978@126.com,c.beifengchuiyan@163.com Keywords: Reinforced concrete column, Seismic performance evaluation, Failure criteria, Damage indicator Abstract.
Earthquake Engineering and Engineering Vibration.
Earthquake Engineering and Engineering Vibration.
Journal of structural engineering.
Earthquake Engineering and Engineering Vibration.Vol.25 (2005), No.5, p.73
Online since: September 2011
Authors: Dong Liang Li, Zhi Guo Sun, Xiao Li Li, Dong Sheng Wang
Engineering Mechanics.Vol.24(2007),p.75-82
Earthquake Engineering and Engineering Vibration.Vol. 7 (2008),p.345-368
Earthquake Engineering and Engineering Vibration.Vol. 7 (2008),p.395-402
Engineering Structures.Vol.29(2007),p. 802– 812
China Civil Engineering Journal.Vol. 38 (2005), p. 84-90. ( In Chinese) [32]Xu Xie,Boqing Gao,Shanxing Wu.
Online since: July 2014
Authors: Li Hong Chen, Xiao Bing Chai, Hai Zhu Fan
Probability Concepts in Engineering Planning and Design.
Geotechnical engineering reliability theory.
Geotechnical Engineering Technique, No.3(2004), 145-148.
Stochastic FEM and Its Applications in Engineering.
Journal of Engineering Geology, Vol.16 No.2(2008), 258-262.
Online since: May 2011
Authors: Bao Long Zhu, Xi Yong Wu
An analysis of rainfall-induced landslide in colluvial and eluvial soils overlying Xigeda strata, southwestern Sichuan, China Baolong Zhu1, a, Xiyong Wu2, b 1School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, Sichuan, P.
Engineering properties.
Engineering properties of colluvial and eluvial soils Sample no.
Engineering properties of bedrock Sample no.
Smithmyer: Engineering Geology, vol. 78 (2005), p. 257 [11] R.
Online since: October 2025
Authors: Somchai Wonthaisong, Jakkapan Chara, Jesada Kaewwichit, Rittichai Phaoniam
Study of Weld Cracking Detectability on JIS G4404-SKD 11 Cold Work Steel Using Eddy-Current Testing Somchai Wonthaisong1,a*, Rittichai Phaoniam1,b, Jakkapan Chara1,c, and Jesada Kaewwichit2,d 1Department of Mechanical and Industrial Engineering, Faculty of Engineering, Rajamangala University of Technology Krungthep, Bangkok 10120, Thailand 2Department of Industrial Engineering, Faculty of Technical Education, Rajamangala University of Technology Suvarnabhumi, Suphan Buri, 72130, Thailand a*Somchai.wo@mail.rmutk.ac.th, bRittichai.p@mail.rmutk.ac.th, cJakkapan.c@mail.rmutk.ac.th, dJesada.ka@rmutsb.ac.th Keywords: Weld Cracking, SKD 11 Steel, Eddy-Current Testing, Residual stress level Abstract.
Acknowledgements The authors would like to thank Welding Engineering, Department of Production Engineering, Faculty of Engineering, King Mongkut's University of Technology Thonburi (KMUTT) and Department of Mechanical and Industrial Engineering, Faculty of Engineering, Rajamangala University of Technology Krungthep (RMUTK) for supporting research fund and equipment for experiments.
References [1] Ruiguan Lin, et al., Knowledge representation and reuse model of civil aircraft structural maintenance cases, Expert Systems with Applications 216, (2023), 119460
[7] Yuto Noguchia, et al., Applicability of eddy current technique in in-bore NDT tool for ITER hydraulic pipe welds, Fusion Engineering and Design 146, (2019), pp. 2571–2576
[11] Kittawee Nurinram and Supatad Ekmahachai, Manufacturing a defect for eddy current testing (ECT) on a drilled hole in machinery, This project submitted in partial fulfilment of requirement for the bachelor of engineering in division of industrial engineering, Faculty of engineering, Rajamangala University of Technology Krungthep. (2022)
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