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Emergency Response and Control Technology for Landslides in Northern Fujian Zhu Delianga and Li Hengganb School of Civil Engineering and Architecture, Wuyi University, Fujian, 354300 aemail: wysszdl@sina.com, bemail: 18960626268@163.com Keywords: mountainous region of Northern Fujian; landslide; emergency response and control; comprehensive control operation.
About the Authors First author: Zhu Deliang (1970 –): male; Han nationality; Master’s Degree; senior engineer Major field of study: rock and soil engineering Second author: Li Henggan (1980 –): male; Han nationality; Bachelor’s Degree; lecturer Major field of study: Construction management References [1] Z.R.
Zhang: Chinese Journal of Rock Mechanics and Engineering Vol. 25 (2006), pp. 399-406
He: Engineering Geology.
Fu: Foundation Engineering (2nd ed.).

Experimental Study on Aseismatic Property of A Two-bay Two-story Lightweight Steel Frame Feng XU1, 2, a, Lianguang JIA2,a, Ming Liu1, 2,a and Jing Pan1, 2,b 1 Faculty of infrastructure Engineering, Dalian University of Technology, Dalian, China 2 School of Civil Engineering, Shenyang JianZhu University, Shenyang, China aliumingsy2008@163.com, bpanjing81@126.com Keywords: lighweight steel frame; aseismatic property; low –cycle repetitive loading experiment Abstract.
Journal of Structural Engineering, ASCE, Vol.11 (2003), p. 1596-1606
Journal of Engineering Mechanics, Vol.2 (2003), p. 181-187
Earthquake Engineering and Engineering Vibration, Vol.26 (2006), p. 114-119
Earthquake Engineering and Engineering Vibration, Vol.22(4), (2002)

SURFACE CRACKS IN ROUND BARS UNDER CYCLIC TENSION OR BENDING Andrea Carpinteri1, a and Sabrina Vantadori1,b 1 Department of Civil and Environmental Engineering & Architecture, University of Parma, Via G.P.
Engineering Fracture Mechanics Vol. 8 (1976), 731-736
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Rathi, Abrasive Waterjet Machining-A State of Art IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) 2014. 11(3): p. 59-64
Precision Engineering, 2016. 43: p. 86-92
Precision Engineering, 2015. 42: p. 93-100
Procedia Engineering, 2016. 149: p. 276-282
Procedia Engineering, 2016. 149: p. 48-55

[3] Fajfar, P., Capacity spectrum method based on inelastic demand spectra, Earthquake Engineering & Structural Dynamics, Vol. 28, Issue 9, pp. 979-993, (1999)
Part II: infilled structures, Journal of Earthquake Engineering, vol.1, n.3, pp. 475-503, (1997)
[11] De Angelis, F., An internal variable variational formulation of viscoplasticity, Computer Methods in Applied Mechanics and Engineering, Vol. 190, n. 1-2, pp. 35-54, (2000)
Journal for Multiscale Computational Engineering, Vol. 5, n. 2, pp. 105-116, (2007)
[25] Mainstone R.J., On the stiffness and strength of infilled frames, Proceedings of the Institution of Civil Engineers, Supplement (IV), Paper n. 7360S, pp.57-89, (1971)

Energy Engineering 1984; (2): 8-12
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Soboyejo1, 4* 1 Department of Material Science and Engineering, African University of Science and Technology, Abuja-Nigeria; 2 Department of Material Science and Engineering, University of Ghana, Legon-Ghana; 3 Sheda Science and Technology Complex (SHESTCO), Abuja-Nigeria; 4Department of Mechanical and Aerospace Engineering, Princeton University, 1 Olden Street, Princeton, NJ, 08544, USA.
However, these require more detailed analyses of flow data that are probably well beyond the capabilities of most ceramic water filter factory engineers.
‘Development o f a ceramic water filter for Nepal’, Masters of Engineering Thesis.
(Massachusetts Institute of Technology (MIT), Department of Civil and Environmental Engineering, Cambridge, MA
‘Physical Properties of Porous Clay Ceramic-Ware’, Journal of Engineering Materials and Technology, Vol. 133, 0.31004-1-0310004-9

Study on Aging Behavior of BL-60 Basalt Composites in Marine Atmospheric Environment ZHAO Fangchao1,2,3,a, LUO Laizheng*2,3,4,b, LIU Jianhong2,3,c, HE Yanru2,3,d, Hu Tao2,3,e, FU Zhaoxu2,3,f, WANG Jiankun2,3,g 1School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing 210094, China 2Southwest Institute of Technology and Engineering, Chongqing 401239, China 3Chongqing Key Laboratory of Equipment Environmental Effect and Protection, Chongqing 401239, China 4College of Chemistry & Chemical Engineering, Chongqing University, Chongqing, 400030, China a0504140124@163.com, b280924035@qq.com, cjhliu15s@mail.ustc.edu.cn, d837377943@qq.com, e15902238012@163.com, f94424047@qq.com, g810343528@qq.com Keywords: BL-60 basalt composite; Epoxy resin; Marine atmospheric environment; Aging behavior.
When reducing the structural quality of the product itself in engineering use, it can also resist corrosion medium erosion and has strong chemical stability.
Journal of Materials in Civil Engineering, 2024, 36(10)
Engineering Plastics Application, 2013, 41(02): 20-24
Equipment Environmental Engineering, 2023, 20(6): 64-74.

Large scale triaxial rheological apparatus development and granular soils rheological properties analysis CHEN Xiao-bin 1, a, and ZHANG Jia-sheng2,b 1 Department of Civil Engineering&Archetecture, Central South University, China 2National Engineering Laboratory for High Speed Railway Construction, China acxb528@163.com, bjszhang_csu@vip.163.com Keywords: large triaxial rheological apparatus, granular soil, rheological test, rheological constitutive model Abstract.
Rheology of Geomaterial and Its Engineering Application.
Soil Dynamics and Earthquake Engineering,2007,Vol 27 (6) :712–729
Journal of Engineering Mechanics, 2005,Vol131(4):13-26
Soil Dynamics and Earthquake Engineering, 2000,Vol20 (4):397-404 [22] CHANG C S, HICHER P Y.

Husseinc Centre for Structural Engineering and Construction (CSEC) Faculty of Engineering, University of Nottingham, University Park, Nottingham, NG7 2RD, UK aevxwh2@nottingham.ac.uk, bjohn.owen@nottingham.ac.uk, cmohammed.hussein@nottingham.ac.uk Keywords: Damage detection, cyclic loading, non-linear vibration, reinforced concrete beams.
Part 2: Bridge tests, Engineering Structures, 34 (2012) 483-494
De Roeck, Vibration-based damage detection in civil engineering: excitation sources and temperature effects, Smart Materials and Structures, 10(3) (2001) 518-527
McFadden, Nonlinear vibration characteristics of damaged concrete beams Journal of Structural Engineering, 129(2) (2003) 260-268
Owen, Monitoring the degradation of reinforced concrete beams under cyclic loading, Key Engineering Materials, 245-246 (2003), 307-314.