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Seismic Design and Analysis of Tall Shear Wall-Frame Structure using Viscous Damping Wall Qiang Zhang1,a, Wenguang Liu1,b, Wenfu He1,c and Yang Liu1,d 1 Civil Engineering Department, Shanghai University, 149 Yanchang Road, Shanghai200072, China azqiang@shu.edu.cn, bliuweng8@yahoo.com.cn, chowunfu@yahoo.com.cn, dwinner5299@163.com Keywords: energy dissipation, viscous damping wall, shear wall-frame structure, time-history analysis Abstract.
Engineering situation Tall shear wall-frame residential structure is adopted in this project.
Hu: Earthquake engineering (The second edition).
Zhou: Seismic control for engineering structures.
Earthquake engineering and engineering vibration, 2004, 24(5):92-96.

Capturing Riding Characteristics of Double-Deck Bridges under Multi-lane Moving vehicles Xuetong Si1, a, Kejian Chen2,b and Wenhua Guo3,c 1,2 China Railway Eryuan Engineering Group Co.
China 1,3 School of Civil Engineering, Central South University, Changsha, Hunan, P.R.
Engineering Structures, Vol. 24, p.529-541. (2002)
Engineering Structures, Vol. 21, p.836-844. (1999)
Engineering Structures, Vol. 27, p.1999-2013. (2005)

Ngo1 1Department of Infrastructure Engineering, The University of Melbourne, VIC, Australia 2Department of Mechanical Engineering, The University of Melbourne, VIC, Australia ayange@pgrad.unimelb.edu.au, bgimbalzano@student.unimelb.edu.au, cphuong.tran@unimelb.edu.au Keywords: fabric architecture; composite textile; woven fabric; ballistic impact; soft armour; Taguchi method; statistical method Abstract.
Composites Part B: Engineering, 2014. 62: p. 218-229
Arabian Journal for Science and Engineering, 2015
Civil Engineering and Architecture, 2013. 1(3): p. 88-95
Composites Part B: Engineering, 2003. 34(4): p. 361-371

Vibrothermographical Simulation of Cracked Structures Chin-Yuan Hung1,a, Yunn-Lin Hwang2,b, Wei-Hsin Gau1,c and Kun-Nan Chen3,d* 1Department of Mechatronic Engineering, Huafan University, New Taipei City, Taiwan 2Department of Mechanical Design Engineering, National Formosa University, Yunlin County, Taiwan 3Department of Mechanical Engineering, Tungnan University, New Taipei City, Taiwan achinyuan@ltivs.ilc.edu.tw, bhwang@nfu.edu.tw, cgau@cc.hfu.edu.tw, d*knchen@mail.tnu.edu.tw Keywords: Vibrothermography, Cracked structure, Friction, Transient thermal simulation.
Mayton: Reliability Engineering and System Safety Vol. 131 (2014), p. 229
Smyth: International Journal for Numerical Methods in Engineering Vol. 82 (2010), p. 303
Santini-Bell: Computer-Aided Civil and Infrastructure Engineering Vol. 28 (2013), p. 509

Dirga Rianto1,c, Ardhia Revarti1,d, Sinin Hamdan2,e and Kunto Wandono3,f 1Department of Mechanical Engineering, Faculty of Engineering, Universitas Muhammadiyah Yogyakarta, Jl.
Brawijaya, Kasihan, Bantul, Yogyakarta 55183, Indonesia. 2Department of Mechanical and Manufacturing Engineering, Faculty of Engineering, Universiti Malaysia Sarawak, Kota Samarahan, Sarawak 94300, Malaysia. 3Commanditaire Vennootschap Hakaku, Yogyakarta, Indonesia.
Introduction Numerous studies of polymeric non-woven fibrous mats or membranes fabricated using an electrospinning device have been reported, especially for biomedical applications such as tissue engineering, surgical implants, wound dressings, drug delivery carriers and dental materials [1].
Darmawan, Electrospinning of chitosan/poly (vinyl alcohol) nanofibrous membranes as an alternative wound, International Journal of Advances Mechanical and Civil Engineering, 7, 3 (2020) 29-34

Application of Set Pair Analysis Model Based on Entropy Weight For Comprehensive Evaluation of Water Resources Carrying Capacity Liang Ma1,a, Jinghua Zhao1,a, Ming Hong1,a, Liangliang Chen1,a 1School of Water Resources & Civil Engineering Xinjiang Agricultural University Urumqi City, Xinjiang Province, China axjml1999@163.com Keywords: evaluation of water resources carrying capacity; set pair analysis; weight; entropy Abstract.
“Set pair theory-a new method of uncertainty theory and application,”Systems Engineering, vol. 14, no. 1, pp. 18-23, January 1996.
“Application of program evaluation decision matrix based on set pair analysis,” Systems Engineering, vol. 12, no. 4, pp. 67-72, April 1994.
“The application of set pair analysis in groundwater quality evaluation,”Engineering investigation, no. 5, pp.16-18, May 2000.
“DPSIR model based on carrying capacity for water resources evaluation index system,”Journal of Hydraulic Engineering,no. 7, pp. 98-103, Julyl 2004.

Mild steel is an inexpensive material with properties suitable for most general engineering applications.
Application of weld thermal cycle simulator in manufacturing engineering, J. of Manufac. and Indus.Eng.12 (2013) 7- 11
Archives of Civil and Mechanical Engineering 20 (2020) 1-18
Cherif, Thermal cycle simulation of welding process in INC 738 LC Superalloy: Key Engineering Materials, 735 (2017) 75-79
Shabgard, Effect of input parameters on the depth heat affected zone (HAZ) AISI F13 steel electrical discharge machining process (EDM), The International Journal of Materials and Engineering Technology, 2, 2, (2019) 33-38.

Sayed1,2,b * 1National Research Moscow State University of Civil Engineering, Yaroslavskoe Chaussee, 26, Moscow, 129337, Russia 2Civil Engineering Dept., Faculty of Engineering, Al Azhar University, Quena, 83513, Egypt atamrazian@mail.ru, bYehiaSayed.el20@azhar.edu.eg Keywords: rectangular RC columns, FRP sheets, axial compressive strength, analytical models.
For more than two decades ago, the use of FRPCs (Fiber Reinforced Polymers Composites) has significantly increased in the construction industry due to their good engineering properties such as high strength-to-weight ratio and high corrosion resistance [3].
International Conference on Advances in Structural and Geotechnical Engineering 2017;17: ICASGE’17 Hurghada, Egypt
International Journal of Engineering Development and Research IJEDR 2018; 6:215–30

Design of Rubberized Asphalt Concrete by means of Coarse Aggregate Void Filling method Wu Kuanghuai1,a, Yang Guoliang1,b and Zeng Aiyu1,c 1College of Civil Engineering, Guangzhou University, Guangzhou 510405,China awukuanghuai@163.com, byangguoL@gzhu.edu.cn, crita_zay@163.com Keywords: Rubberized asphalt concrete (RAC); Mixture design; Coarse aggregate void filling (CAVF) method; Stone skeleton structure ; Performances; Abstract: In order to find a convenient approach to design the mix of rubberized asphalt concrete (RAC) and make full use of the properties of RAC, a kind of RAC-13 (13 is the nominal maximum aggregate size of the mixture) was designed by means of coarse aggregate void filling method (CAVF).
In order to give full play to the performance of RAC, the CAVF method was applied to design the aggregate gradation to ensure the RAC’s stone skeleton structure, and the Marshall test for determining the OARAR according to Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering (JTJ 052-2000) was carried out in this study.
Properties of aggregates were specified according to Test Methods of Aggregates for Highway Engineering (JTGE42-2005) in China.
The preparation and test procedure were in accordance with Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering(JTJ 052-2000).
P.W., The modification mechanism and performance of asphalt rubber used to stress absorbing layer, International Conference on Transportation Engineering, Proceedings of the Second International Conference on Transportation Engineering, Chengdu, China, ASCE, 4,2975-2982. (2009) [3].

"The stone skeleton: structural engineering of masonry architecture."
Structural Engineer, 84(2), 23-28
"The Masonry Arch on Spreading Supports," Structural Engineer, 84(2), 29-36
Journal of Architectural Engineering, 10(3), 88-97
Journal of Structural Engineering, 129, 1367-1375