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Impact Force Spectrum for Damage Assessment of Earthquake-induced Structural Pounding Robert Jankowski1 1 Faculty of Civil and Environmental Engineering, Gdańsk University of Technology ul.
They allow an engineer to apply the knowledge of structural dynamics to the earthquake-resistant design in order to prevent or reduce structural damage.
Maison: Engineering Structures Vol. 19 (1997), p. 195
[3] Earthquake Engineering Research Institute: EERI Report 95-03 (EERI, USA 1995)
Chopra: Dynamics of Structures: Theory and Applications to Earthquake Engineering (Prentice Hall, USA 1995)

This definition can be also extended to Engineering Cementitious Composite (ECC), Fiber Reinforced Concrete (FRC) and shotcrete.
Sisti, Shear strengthening of wall panels through jacketing with cement mortar reinforced by GFRP grids, Composites Part B: Engineering 64 (2014) 33-42
Ingham, Polymer textiles as a retrofit material for masonry walls, In Proceedings of the Institution of Civil Engineers - Structures and Buildings 167(1) (2014) 15- 25
Prota, Analysis of FRCM and CRM parameters for the in-plane shear strengthening of different URM types, Composites Part B: Engineering. 171 (2019) 20-33
Prota, In-plane behaviour of tuff masonry strengthened with inorganic matrix–grid composites, Composites Part B: Engineering. 45(1) (2013) 1657-1666

Lawagon2,e 1Civil Engineering Department, College of Engineering Education, University of Mindanao, Davao City 8000, Philippines 2Chemical Engineering Department, College of Engineering Education, University of Mindanao, Davao City 8000, Philippines assales@umindanao.edu.ph, bf.aldamia.454962@umindanao,edu.ph, cp.gonzaga.454963@umindanao.edu.ph, da.montesclaros.454059@umindanao.edu.ph eclawagon@umindanao.edu.ph Keywords: Agricultural Wastes, Fiber Cement Boards, Banana Stem, Corn Husk, Citric Acid Abstract.
The addition of banana stem fibers increases many engineering properties of the cement matrix, especially the flexural strength.
Jamal, "About Civil Engineering," 8 June 2017.
Ajay, "Properties of Fiber Cement Boards for Building Partitions," International Journal of Applied Engineering Research, vol. 13, no. 10, pp. 8486-8489, 2018

Calay3, d 1 Department of BSRS,Mehran University of Engineering and Technology, Jamshoro, Sindh, Pakistan, 2 School of Engineering and Technology, University of Hertfordshire, UK, 3 Faculty of Engineering &Technology, University College Narvik 8505, Norway.
Furthermore, the flow through a porous media of Newtonian and non-Newtonian fluids is aninteresting subject matter of industrial importance andparticularly in various engineering problems.
Examples of these industrial and engineering applications arepetroleum industrial applications such as enhanced oil recovery,crude oil extraction, electronic cooling, transpiration cooling, drying processes, thermal insulations, porous bearing, solar collectors, heat pipes, nuclear reactors,groundwater flow, chemical reactors, packed bed reactors,biomechanics, ceramic processing, chromatography, Food, Pharmaceutical, biotechnology, filtration process, geothermal engineering, insulation, and many others [ 2,3, 25].
Acknowledgements The first author acknowledges the financial support under faculty development program from HEC and Mehran University of Engineering and Technology, Jamshoro, Sindh, Pakistan.
Pinho, “Viscoelastic low–Reynolds–Number flows in Mixing-Separating Cells”, Civil–Comp Press, Stirlingshire, Scoland, 1–12, 2008

Tests of Buckling-Restrained Braces Using Low-yield point Steel as Core Material Hong Yan 1, a, Peng Pan 1,b , Yuanqing Wang 1,c, Toshio Makino 2,d, Xue Qi 2,e 1 Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing, 100084, China. 2 SUMIKIN KANSAI INDUSTRIES CO.
Lu: Proceedings of the 4th National Conference on Earthquake Engineering, Palm Springs, Calif., Vol. 2, p.575–584
Kimura: Proceedings of the 12th World Conference on Earthquake Engineering, Upper Hutt, New Zealand (2000), p.2240
Fujimoto: Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo–Kyoto, Japan, Vol.
Kenichi, Shizhao Shen: submitted to Journal of Earthquake Engineering and Engineering Vibration(2004).

Development Law of Seismic Subsidence of Loess through In-situ Explosion Test Qiang Wang 1,2,3,4,a, Junjie Sun 1,3,4,b and Lanmin Wang 1,3,4,c 1Key Laboratory of Loess Earthquake Engineering, Gansu Earthquake Administration, CEA, Lanzhou 730000, China 2Institute of Civil and Architecture Engineering, Xi’an University of Technology, Xian 710048, China 3Lanzhou Institute of Seismology, CEA, Lanzhou 730000, China 4 Geotechnical Disaster Prevention Engineering Technology, CEA, Lanzhou 730000, China awangqiangbj@163.com, bsunnjunj@163.com, cwanglm@gssb.gov.cn Keywords: Loess site, Blasting ground motion, Seismic subsidence, Time-domain development law.
As one typical kind of earthquake disaster in loess area, seismic subsidence of loess has been attracted wide attention, and has been a key research project in seismic engineering of loess from 80s of the last century.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (No. 50978239) , the Open Foundation of Key Laboratory of Frozen Soil Engineering (No.
References [1] Zudian Liu: Mechanics and Engineering of Loess (Shaanxi Science and Technology Press, China 1997 ), In Chinese
[2] Dingyi Xie: Chinese Journal of Geotechnical Engineering.

Aerated concrete composite reinforced concrete shear wall thermal insulation layer stress analysis and crack control Yang mu1,a, liang jian guo 1, b, yang wei jun1, c 1changsha university of science and technology ; engineering and architecture, Changsha hunan 2changsha university of science and technology ; engineering and architecture, Changsha hunan 3changsha university of science and technology ; engineering and architecture, Changsha hunan a729420549@qq.com, bjgliang1963@163.com, cmgbyrh@163.com Key word: aerated concrete; composite shear wall; temperature stress; peel stress; drying shrinkage; failure criterion;crack control.
FIG.12 Diagram of the tensioning screw Supposing the diameter of the tensioning screw is d,spacing is s,and the tensile stress over 400mmin the interface is beared by the tensioning screw,considering the stress is well-distributed in this area.the tensioning screw should be: or (25) In the expression ,fy is the yield strength of the tendioning screw,takes 210Mpa.the diameter of the tensioning screw takes 14mm,the peel stress on the interface of aerated concrete in changsha is analysised in the method above .takes Mpa,then mm So we can defined in the,the space between the tensioning screw in the practical engineering is greater than or equal to 200mm.
Engineering Mechanics [7]Wang tiemeng.
Crack control in engineering structure [M].Beijing: China Building Industry Press,1997 [8]Qian yiming.
China Civil Engineering Journal [11]GB50009-2001 Code for the design of building structures [S]

Symp. on Geoenvironmental Engineering - ISGE2009, 2009, Hangzhou, China
Sun, Parametric analyses of evapotranspiration landfill covers in humid regions, Journal of Rock Mechanics and Geotechnical Engineering, 6 (2014) 356-365
Bareither, Landfill covers: Water balance, unsaturated soils, and a pathway from theory to practice, https://ceprofs.civil.tamu.edu/briaud/Buchanan%20Web/Twentysecond%20Buchanan%20Lecture.pdf
Bosscher, Water balance modeling of earthen final covers, Journal of geotechnical and geoenvironmental engineering, (1997) 744-754
Symp. on Geoenvironmental Engineering, ISGE2009, 2009, Hangzhou, China

Linear Stability Analysis of Space Compressive Structure of the Inverted-V Combinatorial Jib Li Wenjun 1,a, Xiong Xiaolei 1,b , Dai Xiwei 1,c and Zhou Qicai 1,d 1 College of Mechanical Engineering, Tongji University, Shanghai, China 201804 aahlwjnj@163.com, bgohigh@163.com, cdxw_tj@163.com, dqczhou@tongji.edu.cn Keywords: Inverted-V combinatorial jib, Space compressive structure, Linear stability analysis, SAP2000.
Finite element software is usually used in engineering projects to analyze some structures [16, 17], and the engineers must be skilled in both software and mechanics, so that they can make a right judgment on the analysis results.
The proved formulas can satisfy practical engineering requirements.
Li, “Analysis of modern engineering logistics and its critical equipments technology” Proceedings of the thirtith anniversary conference of the Chinese Mechanical Engineering Society of Logistics Engineering Branch, Shanghai, China, pp. 228-232, 2010 [11]J.
Zhang: The principle and using of large finite element program (Southwest Univ. press, Chengdu 2008) [17]Civil King Software Technology Co., Ltd., China Institute of Building standard Design & Research: The user manual of SAP2000 (China Communications press, Beijing 2006) [18]S.P.

Temperature Field of Electro-Hydraulic Pump With Finite Element Model Xiaoning ZHANG1, a,Jing XUE2, b, Yongling FU2,c and Zhufeng LI2,d 1School of Electronics Engineering and Computer Science, PEKING University, Beijing, China 1School of Mechanical Engineering & Automation, BEIHANG University, Beijing, China aallenzhang2006@163.com, bxuejing0413@163.com, cfuyongling@126.com, dlizhufeng86@126.com Keywords: Electric motors, hydraulic motor, temperature, computer simulation, finite element method Abstract.
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Gao, and J.H.Liu:Chinese Hydraulics & Pneumatics(2011),p.55-59(In Chinese) [14] R.Liu, and G.P.Lin.Research on improvement of actuator cooling with loop heat pipe:Journal of Civil Aviation Flight University of China, Vol.21(2010),p.48-51 [15] I.