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Engineering Failure Analysis 2015; 57: 413-422. https://doi.org/10.1016/j.engfailanal.2015.08.024 [5] Zheng, Z, Zhang, J, Sun, X, Zhang, J, He, H, Lu, X.
Journal of Mechanics Engineering and Automation 2016; (6):95-99. https://doi.org/10.17265/2159-5275/2016.02.005 [10] Sun G, Zhao M, Du L, Wu, H.
Archives of Civil and Mechanical Engineering 2022;22(2):1-24. https://doi.org/10.1007/s43452-022-00408-6 [13] Shanthi G, Nanibabu M, Krishnan S.A, Moitra A, Vasudevan, M.
Journal of Materials Engineering and Performance 2022;12:1-10. https://doi.org/10.1007/s11665-022-07408-w [14] Horváth J, Král P, Janovec J.
Coherent precipitation of copper in Super304H austenite steel, Materials science and engineering A 2013;584:57-62. https://doi.org/10.1016/j.msea.2013.06.082 [29] Chi C.Y, et al.

Study of the Pervious Concrete Properties Using the Experimental Design Method Tun Chi Fu 1, a, Ran Huang 1,b Wei-Chung Yeih 1, c, Jiang-Jhy Chang 1,d and Pin-Chan Lee 2,e 1 Department of Harbor and River Engineering, National Taiwan Ocean University, 2 Pei-Ning Road, Keelung, 20201 Taiwan, ROC 2 Department of Civil Engineering and Hazard Mitigation Design, China University of Technology, No. 56, Sec. 3, Singlong Rd., Wunshan District, Taipei, Taiwan, 106, R.O.C aae5984@gmail.com, branhuang@mail.ntou.edu.tw, cwcyeih@mail.ntou.edu.tw djjc@mail.ntou.edu.tw, eAlanlee.office@gmail.com Keywords: pervious concrete, design of experiment (DOE), orthogonal array, proportioning design Abstract.
These philosophies, which were coined quality engineering, were frequently applied in the Japanese industrial sector [1].
Taguchi: Introduction to Quality Engineering, Asian Productivity Organization(1990) [2] R.
Taguchi: Introduction to Quality Engineering: Designing Quality into Product and Process, UNIPUB.(1986) [5] G.
Wu: Taguchi Method: Research and Development, Quality Engineering Series, ASI.(1992)

[2] ASCE, ASCE/SEI 7-16, Minimum Design Loads and Associated Criteria for Buildings and Other Structures, American Society of Civil Enginers (ASCE), Reston, VI, 2016
[4] Hines EM, Appel ME, Cheever PJ, “Collapse performance of low-ductility chevron braced steel frames in moderate seismic regions”, Engineering Journal, AISC, 46: 149-180, 2009
[7] Azizinamini A, Cyclic characteristics of bolted semi-rigid steel beam to column connections, Ph.D, College of Engineering, University of South Carolina, Columbia, SC, 1985
[8] Kishi N, Chen WF, “Moment-rotation relations of semirigid connections with angles”, Journal of Structural Engineering-ASCE,116: 1813-1834, 1990
University of California Berkeley: Pacific Earthquake Engineering Research Center, 2006.

Sayed, Horizontally connected high-rise buildings under earthquake loadings, Ain Shams Engineering Journal. 10, 227–241 (2019) [15] M.
Harry, Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings, Bulletin of Earthquake Engineering. 20 (2022), 3443–3467
ToopchiNezhad, Seismic Response Modification Factor of RC-Frame Structures Based on Limit State Design, International Journal of Civil Engineering. 16 (2018), 1185–1200
Journal of Geotechnical and Geoenvironmental Engineering. 147 (2021)
[26] Araki, Y., Hjelmstad, K.D., Criteria for Assessing Dynamic Collapse of Elastoplastic Structural Systems, Earthquake Engineering and Structural Dynamics, 29 (2000), pp. 1177-1198

Research on the Axial Bearing Capacity of Concrete-filled Rectangular Steel Tube Short Column Yan’e Hao1,a,Yongqiang Lan 2,b 1College of Architecture and Engineering, Yan’an University, Yan’an, Shaanxi, 716000, China 2Department of Construction, Yan’an University, Yan’an , Shaanxi, 716000, China a1455094646@qq.com,b99005037@qq.com Keywords: CFRST; short column; the axial bearing capacity; multiple linear regression; finite element analysis Abstract: Under the action of axial compression, it is difficult to deduce the capacity of concrete-filled rectangular steel tube(CFRST)short column in theory because of the complex constraining force between the steel tube and concrete.
No matter from the perspective of theory or experience, or combining the theory with experience, a lot of test data is used to verify and modify it, and corresponding codes of design and construction are formulated, which are applied in engineering practice comprehensively.
The results calculated by the multiple linear regression formula is compared to the experimental results in Table 1 , its error is less than 10％，which shows that the computational results agree well with the test data,, and comply with the requirement of engineering.
Author profile The first author Yan’e Hao (1979-), female, from Xi’an, Shan’xi, lecturer of Yan’an University, National 1st Class Registered Structural Engineer, specialized in teaching and research of steel-concrete composite structure; The second author Yongqiang Lan (1978-), male, from Yichuan, Shan’xi, engineer of Yan’an University, specialized in construction management.
This work was supported by the Scientific Research Program of the Educational committee of shaanxi Province, China(Grand No.12JK0922) References [1] Han Linhai and YangYoufu: Experimental study on the bearing capacity of rectangular concrete filled steel axial compression component strength, China Civil Engineering Journal Vol. 34 (2001),p.22 [2] H.Shakir-Khalil and J.Zeghiche: Experimental Behavior of Concrete-filled Rolled Rectangular Hollow-section Columns, The Structural Engineering Vol. 67(1989),p.346 [3] H.Shakir-Khalil and M.Mouli: Further Tests on Concrete-filled Rectangular Hollow-section Columns, The Structural Engineering, Vol. 68(1990):405 [4] S.P.

Ojo, Effect of shoulder features during friction spot extrusion welding of 2024–T3 to 6061–T6 aluminum alloys, Arch Civil Mech Eng, 20 (2020), pp.1-17
Merdji, The mechanical properties of AA6082/AA1050 dissimilar joints subjected to multi-pass friction stir processing, Engineering Research Express 3, 3(2021), p.035012
Msomi, Effect of friction stir processing on gas tungsten arc-welded and friction stir-welded 5083-H111 aluminium alloy joints, Advances in Materials Science and Engineering, (2019), pp1-15
Lewandowska, Similar and dissimilar welds of ultrafine grained aluminium obtained by friction stir welding, Materials Science and Engineering, A 777(2020), p.139076
Hamilton,The effect of process parameters on residual stress in a friction stir processed cast aluminium alloy AlSi9Mg, Engineering Transactions64, 3(2016), pp.301-309

Shankar Reddy1,4,d, Karthik K.V.2,e 1Department of Chemical Engineering, Jawaharlal Nehru Technological University, Anantapuram 515002, Andhra Pradesh, India 2Department of Chemical Engineering, Dayananda Sagar College of Engineering, Kumaraswamy Layout, Bangalore, Karnataka, 560078 India 3Department of Chemical Engineering, M S Ramaiah Institute of Technology, MSR Nagar, Bangalore, Karnataka, 560054 India 4Department of Chemical Engineering, National Institute of Technology, Andhra Pradesh agkmraju-chml@dayanandasagar.edu bchaitra.srikanth@msrit.edu, cgmmadhu@msrit.edu, dpdsreddy@nitandhra.ac.in, ekvk013@gmail.com Keywords: Fly ash, X-Ray Diffraction (XRD), Scanning Electron Microscope (SEM), Tensile strength, Flammable properties.
Composites Part B: Engineering. 176 (2019) 107301
Journal of Minerals & Materials Characterization & Engineering 3 (2010) 99-210
Polymer-Plastics Technology and Engineering 8 (2016) 862-77
InDurability of composites for civil structural applications 25 (2007) 98-125.

Journal of Materials Science and Engineering 2019;37(4):7
Engineering plastics application 2019;47(3)
Composites Part B Engineering 2014;56:536-45
Composites Part B Engineering 2011;42(3):499-504
Journal of Building Engineering, 2023, 80: 107992

Innovative Technologies and Logistical Solutions for the Reuse of Demolished Concrete in the Construction of Cement Concrete Pavements Muscalu Marius-Teodor1, a, Andrei Radu 1,b, Taranu Nicolae1,c, Budescu Mihai1,d and Lungu Irina1,e 1Technical University “Gheorghe Asachi” of Iasi, Faculty of Civil Engineering and Building Services, Dimitrie Mangeron Blvd. no. 43, 700050, Iasi, Romania, tel. 0040232-23.92.13 amtmuscalu@yahoo.com (corresponding author), bradu.andrei.d@gmail.com, ctaranu@ce.tuiasi.ro, dmbsinfex@yahoo.com, eilungu@ce.tuiasi.ro Keywords: demolition solid waste, recycled steel fibers, durable rigid pavements, laboratory study.
The RCC can be casted using conventional asphalt pavers and steel roller compactors used in asphalt engineering and the constructed layers can be subjected immediately to traffic.
Taranu, Use of recycled materials in pavement construction, Proceedings of the 8th International Symposium “Technology and innovation in transportation infrastructure”, Highway and Bridge Engineering 2010, Iasi, Romania, (2010), 15-21
Taranu, Recycled aggregates and rigid pavement engineering, Journal of Applied Engineering Sciences, vol. 2(15), issue2_2012, (2012), 61-68
Muscalu, Accelerated load testing of rigid structures under simulated traffic, Proceedings of the 6th International Symposium “Transportation Infrastructures New Developments”, Highway and Bridge Engineering 2008, Iasi, Romania, (2008), 255-266

Construction engineering and architecture,1984, No. 8, p. 59-64
Odessa, Odessa State Academy of Construction engineering and Architecture Publ., 2010. 169 p
Construction engineering, Novosibirsk, 2001, No. 4, p. 43-48 [28] Erofeev V.T., Tyuryakhin A.S., Erofeeva I.V.
International Journal of Civil Engineering and Technology. 2019; 10(8):333–342
Construction engineering. 2019.