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Numerical Simulation on the Overturn Process of Towering Reinforced Concrete Chimney during Directional Demolition Blasting Jianbin Xie1,a, Miao Fu1,b, Changchang Wu1,c, Dengfeng Hu1,d and Yunhe Du2,e 1Department of Civil Engineering, Yunnan University, Kunming, 650091, P.R.China 2 Institute of Engineering Research and Design, Chengdu Military Region of the People’s Liberation Army, Kunming, 650031, P.R.China akmxiejb@sina.com, bynufm@sina.com, cynucc@sina.com, dhdf1988@sina.com,exiejb@lcjsd.cn Keywords: Towering Reinforced Concrete Chimney, Demolition Blasting, Numerical Simulation, Constitutive Relation, Finite Element Method Abstract.
[In Chinese] [2] Wang Xizhi , Xie Xingbo, Tan Xuegang, 210 m tall chimney blasting demolition technology, Journal of Engineering Blasting, No.2 (2011), p.53-55.
[In Chinese] [3] Wang Hao, Zheng Bingxu, Comprehensive Technology of Demolition Blasting, Journal of Engineering Blasting, Vol.9, No.1 (2003), p.27-31.
[In Chinese] [4] Peerasak Aemlaor, Kazunori Fujikake, Tomonori Ohno, Fundamental study on blasting demolition of reinforced concrete buildings, Journal of Structural Engineering.
[In Chinese] [9] Sun Jinshan, Lu Wenbo, Xie Xianqi, Research on blasting simulation technology of frame structure buildings demolition, Journal of Engineering Blasting, Vol.10, No.4 (2004), p.1- 4

Numerical Analysis on Performance of Steel Frame Combined Node with Web Openings XixiJia1,2,a XishengDeng1,2,b BinLi1,c 1School of Civil Engineering and Architecture, Southwest Petroleum University, Xindu Sichuan, 610500, P.
China 2 Structural Engineering Laboratory of University in Sichuan Province, Southwest Petroleum University, Xindu Sichuan,610500, P.
Lessons learned from the Northridge earthquake[J] .Engineering Structures, 1998, 20: 249-60 [2] Bo Li,Yangqingsahng. 
Engineering Mechanic2006,23（6）:70-75( In Chinese) [4]Xaujinshen.
The World Earthquake Engineering,2008,24( 2) : 51-53(In Chinese)

Shanov 3,c, Douglas Hurd4,d , Supriya Chakraborty 5,e, Chaminda Jayasinghe 5,f, Jandro Abot6,g, Albert Song 7,h 1 Lecturer, Mechanical Engineering, IT-BHU, Varanasi- 221005, UP, India 2 Associate Professor, Mechanical Engineering, UC, Cincinnati- 45221 0072, OH, USA 3 Associate Professor, Chemical and Materials Engineering, UC, Cincinnati- 45221 0072, OH, USA 4Machinist, Mechanical Engineering, UC, Cincinnati- 45221 0072, OH, USA 5 Nanoworld Laboratory, UC, Cincinnati- 45221 0072, OH, USA 6 Associate Professor, Aerospace Engineering, UC, Cincinnati- 45221 0072, OH, USA 7 Doctoral Student, Aerospace Engineering, UC, Cincinnati- 45221 0072, OH, USA a get_nilu@yahoo.com, bmark.j.schulz@uc.edu, cvesselin.shanov@uc.edu, d doug.hurd@uc.edu, e supriya.charkrabarti@uc.edu, fjayasic@email.uc.edu, gabotjl@ucmail.uc.edu, h songyi@email.uc.edu Keywords: Carbon Nanotube Spun Thread, Spinning, Nanotechnology, Sensors, Structural Neural System, Piezoresistive
Introduction Aerospace structures, underground and industrial process piping systems, concrete civil structures, industrial machinery, welds of pressure vessels and bridges are used well beyond their original design lives because cost of replacing existing structures far exceeds cost of maintaining them.
[5] Schulz, M., Kirikera, G., Yun Y., Shanov, V., Mullapudi, S., Maheshwari, G., Allemang, R., "A Structural Neural System with Multi-State Sensors for Integrated Systems Health Management," Proceedings of The 2nd World Congress on Engineering Asset Management (EAM) and The 4th International Conference on Condition Monitoring, June 11-14, The Cairn Hotel, Harrogate, UK, 2007, pp 1739-1750

Islam: Structural Engineering and Mechanics Vol. 12 (2001), p. 459 [3] A.K.H.
Engineering Structures Vol. 25 (2003), p. 1057 [6] J.C.M.
Journal of Civil Engineering and Management Vol.16 (2010), p. 462 [8] M.S.
Marks: Engineering Structures Vol. 31 (2009), p. 2825 [16 M.A.
Hao: Engineering Structures Vol. 24 (2002), p.189 [25] J.

Finite-Element Analysis of Effect of Wide-base Tire on Tire-Pavement Noise JIA SHENG YANG1,a,Tien Fang FWA1,b,Ghim Ping ONG1,c and Chye Heng CHEW2,d 1Department of Civil Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore 117576 2Department of Mechanical Engineering, National University of Singapore, 9 Engineering Drive 1, Singapore 117576 ayangjiasheng@nus.edu.sg, bceefwatf@nus.edu.sg, cceeongr@nus.edu.sg, dmpecch@nus.edu.sg Keywords: Tire-pavement noise, Finite-element analysis, Wide-base tire Abstract: This paper investigates the effect of tire width to tire-pavement noise.
Although past experimental efforts allow the development of empirical relationships between tire-pavement noise and the factors affecting noise, they do not provide detailed engineering information (such as spatial, temporal and frequency distributions of sound pressure as well as sound pressure variations in the nearby field) which is essential for an in-depth understanding tire-pavement noise generation mechanisms.
An infinite element for analysis of transient fluid-structure interactions, Engineering Computations, 2 (1985) 319-329
Mioduszewski, Certificatoin of Vehicles Used for Tire/Road Noise Evaluation by CPX Method, Noise Control Engineering Journal, 57 (2009) 2009

Strength and Bioactivity of Hydroxyapatite/White Portland Cement (HAp/WPC) under Simulated Body Fluid (SBF) Solution Weerapol Taptimdee1,a, Prinya Chindaprasirt2,b, Yuichi Otsuka3,c, Yoshiharu Mutoh4,d and Teerawat Laonapakul*,1,e 1Department of Industrial Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002, Thailand 2Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002, Thailand, and, Academy of Science, The Royal Society of Thailand, Dusit, Bangkok, 10300, Thailand 3Department of System Safety, Nagaoka University of Technology, Nagaoka, Niigata 940-2188, Japan 4Professor Emeritus Nagaoka University of Technology, Nagaoka, Niigata 940-2188, Japan at.weerapol_noom@hotmail.com, bprinya@kku.ac.th, cotsuka@vos.nagaokaut.ac.jp, dmutohyoshiharu@yahoo.co.jp, eteerla@kku.ac.th Keywords: in vitro test, compressive strength, apatite formation Abstract.
They have the potential to promote bone healing and in bone tissue engineering applications.
Moreover, WPC has also been shown to be bioactive in bone tissue engineering applications [8-11].
The last author would like to acknowledge support of the Supply Chain and Logistics System Research Unit, Faculty of Engineering, Khon Kaen University, Thailand.

Journal of King Saud University – Engineering sciences (2017) 29, 295-299
Materials science & Engineering A 601(2014) 20-28
Archives of civil and mechanical engineering 16(2016) 147-158
Ain Shams Engineering Journal 9 (2018) 1489-1496
Key Engineering Materials, 395, 125–142. https://doi.org/10.4028/www.scientific.net/kem.395.125 [35] Manohar, G., Pandey, K.

Improvement of Geopolymer Concrete Using Synthetic Fibers Chaudhary Fazeel Ahmad1,a*, Mehshan Mehboob2,b, Muhamad Abdullah Qureshi3,c, Waleed Bin Masood4,d, Muhamad Abdullah Cheema5,e, Hamza Ali Farooq5,f 1*Structural Engineer, National Engineering Services Pakistan, Islamabad, Pakistan 2Graduate Student, Budapest University, Budapest, Hungary 3Graduate Engineer, Technical University of Dresden, Dresden, Germany 4Planning Engineer, Dutco Construction, Dubai, UAE 5Graduate Student, University of Engineering and Technology, Taxila, Pakistan a*fazeel.ahmad@nespak.com.pk, bMehshanmehboob@edu.bme.hu, cmuhammad_abdullah.qureshi@mailbox.tu-dresden.de, dwbmasood@dbbcg.com, e18-CE-49@alumni.uettaxila.edu.pk, f18-CE-64@alumni.uettaxila.eu.pk Keywords: chloride penetration test, geopolymer concrete, GGBS, fly ash, polypropylene fiber.
International Conference on Civil, Structural and Transportation Engineering.
Journal of Traffic and Transportation Engineering (English Edition) 2022; 9: 78–92

Zahurul Islam a, Ben Young b Department of Civil Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong, China azahurul@hku.hk, byoung@hku.hk Keywords: Adhesive; Experimental investigation; FRP; Lean duplex stainless steel tubular members; Strengthening; Web crippling; Web slenderness.
Journal of Structural Engineering, ASCE,Vol. 132(2006), p.134–144
Journal of Structural Engineering, ASCE, Vol.133(2007), p.368–377
Engineering Structures, Vol. 29(2007), p.1808–1823
SEI/ASCE 8-02; Reston, VA: American Society of Civil Engineers, (2002)

The Research on Applied of Cement-soil Mixing Method Reinforcing Shallow Soft-soil Foundation in Yinchuan Distric Ma Caixia School of Civil Engineering and Water Conservancy, Ningxia University, Yinchuan, Ningxia, China, 750021, mcxhz62@163.com Key Words: cement-soil mixing methods, soft-soil foundation in in Yinchan District, foundation pit support.
Engineering geology show that shallow foundation soil mostly belongs to lacustrine sediments - newly filled soil, high compressibility of soil, as the supporting layer or underlying layer of foundation soil, it showed low bearing capacity and big deformation.
Special reinforcing the weak and poor foundation, also can be used to do pit supporting of underground engineering, also very effective treatments on the liquefaction of sandy soil The Research of Equipment and Technology The whole equipment is composed of three-parts:deep mixing rotary drill head, drill tower and vertical guide walking hoist.
Table 1 The equipment main technical parameters Technical indicators Technical parameter drilling rod speed 60 r/min drilling speed 0.8～1.0 m/min hoisting speed 0.2～0.3 m/min stirring times at any point n=hΣzω/υ 36 working pressure 1.0~1.4MPa 3.2 The study to adapt to the engineering geology condition of Yinchuan Area 1) Used for foundation reinforcement: Based on the project experiment, we got the foundation reinforcement technology that adapt to the special engineering geological conditions in Yinchuan Area, in which to test to determine the process parameters of send pulp time, unit pumping quantity, complex stirring time, bits lifting speed, etc.
And provide the geotechnical engineering design the required parameters.