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Super Arch Dam Seismic Generalized Damage WANG Ya Jun1, 2, a, Zuo Zheng2,b, GAN Xiao Qing3,c, DONG Zhi Hong3,c 1School of Naval Architecture and Civil Engineering, Zhejiang Ocean University, Zhoushan 316000, China 2 State Key Laboratory of Hydroscience and Hydraulic Engineering, Tsinghua University, Beijing 100084, China 3 Yangtze River Scientific Research Institute, Wuhan, 430010, China aaegis68004@yahoo.com.cn, bDionysusmug@163.com, caegis68004@163.com Keywords: Seismic generalized damage, fuzzy stochastic damping function, fuzzy stochastic seismic damage stress Abstract.
Zhang, Estimation Error of the Half-power Bandwidth Method in Identifying Damping for Multi-DOF Systems, Soil Dynamics and Earthquake Engineering. 39 (2012) 138-142 [3] Y.
Jin, Fuzzy Stochastic Damage Mechanics (FSDM) Based on fuzzy auto-adaptive control theory, Water Science and Engineering. 5(2) (2012) 230-242  [6] C.H.
Wang, Application of Distinct Element Method in Dynamic Analysis of High Rock Slopes and Blocky Structures, Soil Dynamics and Earthquake Engineering. 16 (1997) 385-394 [7] F.
Zhang, A Hybrid Procedure of Distinct-Boundary Element for Discrete Rock Dynamic Analysis, Developments in Geotechnical Engineering, 83 (1998) 313-320 [8] F.

A New Method for Generating Arbitrary Polygonal Aggregate of Concrete Juan Wang1,a, Xianhua Yao2,b, Zongkun Li1,c and Junfeng Guan2,d 1College of Water Conservancy and Environment Engineering, Zhengzhou University, Zhengzhou 450001; China 2School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450011, China awangjuan@zzu.edu.cn; byaoxianhua@ncwu.edu.cn; clizongkun@zzu.edu.cn; dshuaipipi88@126.com Keywords: polygonal aggregate; concrete; fuller grading curve; meso-mechanics; secondary development.
Acknowledgments This study was financially supported by Research Center on Levee Safety and Disaster Prevention of Ministry of Water Resources (201202), the National Natural Science Foundation of China for Youth (51209094, 51009020), and the State Key Laboratory of Coastal and Offshore Engineering Foundation of China (LP1211).
Liu, Simulation of 2-D distribution of concrete aggregates and its application, Journal of Hydraulic Engineering, 7 (2003) 80-85
Yang, A new method to simulate round concrete aggregate generation, Engineering mechanics, 27 (2010) 154-159, 172
Hu, Approach to generation of random convex polyhedral aggregate model and plotting for concrete meso-mechanics, Journal of Hydraulic Engineering, 37 (2006) 588-592

Screw Relibility Design Based on the Linear Second Order Moment Method Quan Yu Yu1,a, Cheng Zhu2,b, Zi Wen Wang1,c 1School of Mechanical & Automotive Engineering, Anhui Polytechnic University, Wuhu 241000, Anhui , China 2Anhui Zhucheng power machinery Co.
Proceedings of the Institution of Mechanical Engineers -- Part E -- Journal of Process Mechanical Engineering, 2004, Vol. 218 Issue 2, p93-102
Proceedings of the Institution of Mechanical Engineers -- Part E -- Journal of Process Mechanical Engineering, 2004, Vol. 218 Issue 2, p83-91
Canadian Journal of Civil Engineering, Jun2010, Vol. 37 Issue 6, p897-906

The deformation character of retaining wall under horizontal earthquake JIANG Kaiyu1,a, CAO Jing1,b, PENG Lei1,c,CHEN Mingming1,d 1Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming 650500, China ajiang.k.y@163.com bcjlb117@sina.com cpl364002719@163.com dming0128@yeah.net Keywords: dynamic earth pressure retaining wall deformation character the power of horizontal earthquake Abstract: The soil pressure can be influenced by the deformation of retaining wall because of the interaction of wall and soil.
However, in practical engineering, the finite deformation is generally not so big enough to result any passive or negative soil pressure.
Foundation Engineering Handbook[M].Bei Jing：China Building Industry Press,2009
Rankine earth pressure theory considered the deformation [J].Chinese Journal of Rock Mechanics and Engineering，2001,20(6):851-853
[3] Wang Baojian, Xiong Juhua, Zhu Bitang. the influence of deformation mode to earth pressure[J].Chinese Journal of Geotechnical Engineering.2006,28

Si-Ping, College of Civil Engineering, Tongji University, 200092, Shanghai, P.R.
Baily: Engineering Structures Vol. 22(2000), p. 755
Plank: Journal of Structural Engineering Vol. 126(3) (2000), p. 389
Tan: Engineering Structures, Vol. 26(2004), p. 769
Ting: Engineering Structures Vol. 28(6) (2006), p. 805

High Volume Slag and Slag-Fly Ash Blended Cement Pastes Containing Nano Silica FAIZ Uddin Ahmed Shaikh 1,a,* and ANWAR Hosan 1,b 1School of Civil and Mechanical Engineering, Curtin University, Perth, Australia.
Canadian Journal of Civil Engineering, 2000. 27(4): p. 754-760
Materials in Civil Engineering, 2013. 25(11): p. 1579-1586
Materials Science and Engineering: A, 2011. 528(4): p. 2085-2092
World journal of nano science and engineering. 3:41-51.

Key Engineering Materials. 953(2023)43-51
Reliability and Sustainable Remediation in the Field of Civil and Environmental Engineering. (2022) 285–313
Minerals Engineering. 16(2) (2003) 115–120
Mechanical Engineering and Renewable Energy. 58 (2021) 93–100
Journal of Measurements in Engineering. 8 (2020) 132–141

Key Engineering Materials, Vol. 629-630, 306-313. https://doi.org/10.4028/www.scientific.net/KEM.629-630.306 [3] Afrin, H., Huda, N., & Abbasi, R. (2021).
Series: Materials Science and Engineering Vol. 1200 (p. 012003).
Proceedings of the Canadian Society of Civil Engineering Annual Conference 2022 (pp. 859-869).
International Journal of Scientific & Engineering Research, 6(11)
Journal of Civil Engineering Researchers, 5(4), 56–62. https://doi.org/10.61186/jcer.5.4.56 [16] Zhang, X., Yin, R., Chen, Y., & Lou, C. (2023).

Far Field Solution of Circular Inclusion and Linear Crack by SH-wave HongLiang Li Department of Engineering Mechanics, College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Harbin, 150001, China leehl@sina.com Keywords: Circular inclusion, Green’s function, SH-wave scattering, Crack, Far-field solution.
Circular inclusion exists widely in natural media, engineering materials and structures, and defects are usually found around the inclusion.
Introduction Circular inclusion exists widely in natural media, engineering materials and structures, and defects are usually found around the inclusion.
Liu: Journal of Harbin Engineering University, Vol.25 No.5 (2004), p. 618

For USA gasars can be recommended for there are many applications for civil and military industries.
This ensures feasibility of unique solutions to engineering problems and provides a saving in scarce materials.
Wadley: Cellular Metals Manufacturing, Advanced Engineering Materials, (2002) Vol. 4, No.10, p. 726733. 12.