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Research on Start-up Time of the Supply Chain Emergency Plan Based on Online Method Qian Wu1, a, Lihua Wang1,b Wenguang Chang1,c Luyan Li1,d 1College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055,China awqian1983@126.com, bwlh625@163.com, cchangwenguang100@163.com, dliluyan0229@126.com Keywords: emergency plan; online method; supply chain; start-up time Abstract.
Industrial Engineering and Management.
Systems Engineering-Theory & Practice.
Journal of Industrial Engineering / Engineering Management.Vol.1(2010),p.109-114 [9] Xin C L，Chen J，Liu T L.
Systems Engineering-Theory & Practice.Vol.11(2009), p. 145-151(In Chinese)

Chinese Journal of Geotechnical Engineering.
Chinese Journal of Geotechnical Engineering.
Chinese Journal of Geotechnical Engineering.
Chinese Journal of Geotechnical Engineering.
Chinese Journal of Geotechnical Engineering.

Effect of Lap Gap on the Frictional Performance of Shear-Type Friction Damper Pengbo Zhang 1,a，Zhixiang Yu 1,b, Yuping Sun 1, 2,c，Shichun Zhao 1, 3,d 1School of Civil Engineering, Southwest Jiaotong University, Chengdu, China 2 Graduate School of Engineering, Kobe University, Kobe, Japan 3 Key Laboratory of Seismic Engineering of Sichuan Province, Chengdu, China apengbozhang1226@yahoo.co.jp, b yuzhixiang@yahoo.com.cn, c sun@person.kobe-u.ac.jp, d swjuzsc@163.com Keywords: Friction damper, Hysteretic properties, Lap gap, Friction force, Friction coefficient Abstract.
Journal of structural and construction engineering.
Journal of structural and construction engineering.
Journal of structural and construction engineering.
Journal of structural and construction engineering.

Development of a new software for adaptive crack growth simulations in 3-D structures (2003) Engineering fracture mechanics, 70, pp. 249–268
Fatigue shape analysis for corner cracks at fastener holes (1998) Engineering Fracture Mechanics, 59, pp. 73–87
An experimental and analytical study of fatigue crack shape control by cold working (2008) Engineering Fracture Mechanics ,75 (3-4), pp. 355-363
Closure behaviour of surface cracks (1983) Fatigue & Fracture of Engineering Materials & Structures, 6, pp. 225–239
Fatigue of fillet-welded joint assessment by the FEA simulation of damage accumulation (2011) Magazine of Civil Engineering,  4(22), pp. 5-9.

Improving Reinforced Concrete Simulation by Real-Time Data and Computational Approach for Quantitative Corrosion Profiling Muhammad Ihsan1,2,5,a, Syarizal Fonna2,b*, Syifaul Huzni2,c, Nurul Islami3,d, Sagir Alva4,e, Ahmad Kamal Ariffin5,f 1Faculty of Engineering, Universitas Gajah Putih,24552, Takengon, Indonesia 2Dept. of Mech & Industrial Engineering, Universitas Syiah Kuala, Banda Aceh, Indonesia 3Material Engineering, Malikussaleh University, Lhokseumawe, Indonesia 4Mechanical Engineering Department, Universitas Mercu Buana, West Jakarta, Indonesia 5Centre for Integrated Design for Advanced Mechanical Systems Universiti Kebangsaan Malaysia Bangi, Malaysia aihsan.ccrg@gmail.com, bsyarizal.fonna@unsyiah.ac.id*, csyifaul@gmail.com, dnoorlisl@gmail.com, esagir.alva@mercubuana.ac.id, fkamal3@ukm.edu.my Keywords: Half-cell Potential Mapping, Embedded Reference Electrode, Real-time potential data, Reinforced concrete Corrosion.
Murugesan, “Performance of the sacrificial galvanic anodes in rehabilitation of marine structure at port blair , andaman and nichobar islands , india,” Journal of Structural Engineering, vol. 6, pp. 45–55, (2011) [7] A.
Sadowski, “New non-destructive method for linear polarisation resistance corrosion rate measurement,” Archives of Civil and Mechanical Engineering., vol. 10, pp. 109–116, (2010) [13] K.
Miltiadou, “Genetic algorithms for inverse cathodic protection problems,” Engineering Analysis with Boundary Element, vol. 28, pp. 267 – 277, (2004) [15] D.
Ariffin, “Cu/CuSO4 Solid-State Reference Electrode for Potential Corrosion Measurement on the Reinforcing Steel,” in Proceedings of the 3rd International Conference on Experimental and Computational Mechanics in Engineering, pp. 328 – 339, (2023) [20] M.

When selecting pavement and base thicknesses, those who design and engineer highways, airport runways and taxiways, parking lots, and other pavements rely on CBR test values [12].
Ala-Aldhen, Mechanical characteristics of recycled concrete aggregates as backfill material, International Journal of Applied Engineering Research. (2016)
Irfan, Experimental Study on Endurance Performance of Lime and Cement-Treated Cohesive Soil, KSCE Journal of Civil Engineering. (2021). https://doi.org/10.1007/s12205-021-2154-7
Mittal, Improvement of local subgrade soil for road constuction by the use of coconut coir fiber, IJRET: International Journal of Research in Engineering and Technology.
Das, Principles of foundation engineering : SI edition, (2015) 919.

Journal of Zhejiang University (Engineering Science).2000,34(1), p. 54-59 (In Chinese)
Journal of the Soil Mechanics and Foundation Division, American Society of Civil Engineering, 1967,93(2),p. 27-43
Journal of Geotechnical Engineering,1985,111(10),p. 1177-1192
Chinese Journal of Geotechnical Engineering, 1997,19(3),p. 83-88(In Chinese)
Chinese Journal of Geotechnical Engineering,1997,19(5),p. 49-55(In Chinese)

Therefore, study on shear strength and failure pattern of jointed rock under shear loading is a significant work, which can provide a good understanding of local and general rock engineering instabilities, leading to improved designs of engineering projects.
However, the failure progress is always becoming the focus of engineers' attention.
So the numerical results are in reasonable accordance with the engineering reality.
Cai: Rock Mechanics and Engineering (Science Press, China 2002) [3] W.G.
Fairhurst: The Proceeding of the Civil Engineering Materials Conference, Southampton (1969), p. 904 [11] B.H.G.

Quantifying Consequences of Land Use and Rainfall Changes on Maximum Flood Peak in the Lower Nam Phong River Basin Kittiwet Kuntiyawichai1,a*, Winai Sri-Amporn1,b, Chadchai Pruthong1,c 1 Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Thailand a kittiwet_k@hotmail.com, b winsri@kku.ac.th, c p.chatchai@kkumail.com Keywords: Land use change, Rainfall change, hydrological processes, HEC-HMS, rainfall-runoff modelling Abstract.
[7] US Army Corps of Engineers (USACE), Hydrologic Modeling System (HEC-HMS): User’s manual, US Army Corps of Engineers, Hydrologic Engineering Center.
Missimer, Arid lands water evaluation and management, environmental science and engineering, Springer-Verlag Berlin Heidelberg, 2012

Amplification Effect of Near-Fault Vertical Ground Motions on Horizontal Deformation Response of structures Yin Jiang1, a, Zhou Xian-yan1,b, Yin Jian1,c 1 College of Civil Engineering and Mechanics, Central South Universityof Forestry and Technology, Changsha, Hunan, 410004, China ayinjiang2001@yahoo.com.cn, b zxy560805@163.com, ccsuyj700930@163.com Keywords: Near-fault; Vertical effect; Deformation Response Near-fault.
Xiao-wang, et al.: Aseismic Engineering, (China Architecture & Building Press, Beijing 2000)
Journal of structural engineering, Vol. 114, No. 8 (1988), p. 1104-1127 [5] J.
Earthquake Engineering and Structural Dynamics, Vol. 32, No. 15, (2003) , p. 2425-2450 [7] S.
Journal of Bridge Engineering, Vol. 13, No. 3 (2003), p. 283-290