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Finite Element Analysis on low cycle fatigue properties of HRBF RC Pile Tip Fu Qian1,a, Liang Shuting1,b, Zhu Xiaojun2,c 1School of Civil Engineering, Southeast University, Nanjing, 210096, China 2 Architectural Design and Research Institute, Southeast University, Nanjing, 210096, China afuqian0117@163.com, bstliang@seu.edu.cn, czhuxiaojun9999@gmail.com Keywords: fine grained steel rebar; Low cycle fatigue; Nonlinear finite element Abstract.
Reference [1] Liu Huishan, in: Pile Seismic Design - Inspiration of the Great Hanshin Earthquake in Japan, edtied by Journal of Earthquake Engineering and Engineering Vibration Publising, Harbin, Heilongjiang(2000), in press
[3] Okada K and Kobayshi K, in: Reinforced concrete members with high strength steel bars, edtied by Japan Society of Civil Engineers Tansactions Publising, Osaka(1965), in press
[4] Matsumoto Y and Nakamura S, in: Flexural behavior deformed bars, edtied by Japan Society of Civil Engineers Tansactions Publising, Osaka(1965), in press

A New Approach for Bearing Capacity of SRC Columns with Bond Failure Kai Wu 1, a, Jianyang Xue 2,b, Pingzhou Cao1, c, Hongtie Zhao2, d and Jianguang Yue 3,e 1College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, P.R.
China 2School of Civil Engineering, Xi’an University of Architecture and Technology , Xi’an 710055, P.R.
China 3School of Civil Engineering, Tongji University, Shanghai 200092, P.R.
Zhao: Bond-Slip Theory of Steel Reinforced Concrete and Engineering Application (Science Press, China 2007)
Zhao: submitted to Engineering Mechancis (2008).

Simulation of a 3-D Concrete Frame Structure Collapse in Considering Impact Action among Blocks Jian Hou1, a, Mi Zhou2,b and Zheng Yang1,c 1 Department of Civil Engineering, Xi’an Jiaotong University, Xi’an 710049, China 2 Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang’an University, Xi’an 710064, China ahoujian0323@163.com, b zhoumi@yahoo.cn, czyang@mail.xjtu.edu.cn Keywords: concrete frame structures; collapse; impact; discrete element method; shaking table test.
Meguro: Proceedings of 12th World Conference on Earthquake Engineering, New Zealand (2000),p. 450 [4] L.M.
Yoshida: Microcomputers in Civil Engineering Vol. 7 (1992), p. 151 [6] J.R.
Li: Computing in Civil and Building Engineering Vol. 4 (2000), p. 82 [9] L.M.
Liu: Proceedings of 12th World Conference on Earthquake Engineering, New Zealand (2000), p.289 [10] J.

Simulation of Bridge Collapse in Virtual Scene Based on Finite Element Analysis Zhen Xu1, a, Xinzheng Lu1, b, Aizhu Ren1, c and Xiao Lu1, d 1Department of Civil Engineering, Tsinghua University, Beijing, P.R.
In the field of civil engineering, the visualization of FE spatial data is studied by some researchers [5-6].
Bhandari: Structural Engineering International, Vol. 15(2005), p.166 [2] X.Z .Lu, L.P.
Zhang:Earthquake Resistant Engineering and Retrofitting, Vol.27 (2007),p.1 (In Chinese) [3] K.
Zheng: Chinese Journal of Rock Mechanics and Engineering, Vol.25 (2006), p.1015 (In Chinese)

Effect of Crumb Rubber Modifier on Pavement Performance of Wearing Course Asphalt Mixture Xin Qiu1, a, Lanyun Chen2, b, Liang Xue3,c 1 College of Engineering, Zhejiang Normal University, 688 Yingbin Road, Jinhua, China 321004 2 Architectural Engineering Institute, Jinhua Polytechnic,1188 Wuzhou Street, Jinhua, China 321004 3 Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hung Hom, Hong Kong, China axqiu@zjnu.cn, bzjjhcly@163.com, cmatrinxl0120@163.com Keywords: Crumb rubber; Modified binder; Modified asphalt mixture; Pavement performance Abstract.
In order to gain basic information on using CR modified asphalt mixtures in Zhejiang of China, the main objectives of this study is to conduct laboratory tests on CR modified binders and mixtures with different CR concentrations, to comprehensively evaluate their engineering characteristics, then to recommend the best suitable CR modified mixtures as the local paving materials.
Table5 Test results of binder rheological properties Rutting factor Binder type 80/100 CR5 CR10 CR15 (60C,kPa) 9.5 10.8 14.2 11.7 Mixture test results and discussion A series of laboratory tests were designed to assess the fundamental engineering properties, including moisture susceptibility, permanent deformation and low temperature cracking characteristics, of the conventional AC16 and the three types of CR modified AC16.
[4] Palit SK, Sudhakar Reddy K, Pandey BB: J Mater Civil Eng 2004;16(1): P.45
[5] Lougheed TJ, Papagiannakis AT: J Mater Civil Eng 1996;8(3): P.153

Modelling and Statistical Approaches to Lateral-Torsional Buckling Zdeněk Kala1,a and Jan Valeš1,b* 1Brno University of Technology, Faculty of Civil Engineering, Department of Structural Mechanics, Veveří St. 95, ZIP 602 00, Brno, Czech Republic akala.z@fce.vutbr.cz, bvales.j@fce.vutbr.cz Keywords: stability, imperfection, beam, steel, lateral-torsional buckling, reliability Abstract.
Structural stability of steel: concepts and applications for structural engineers.
Engineering Structures 2011; 33(8): 2342–2349. doi:10.1016/j.engstruct.2011.04.007 [4] Kala Z.
Journal of Civil Engineering and Management 2012; 18(1): 81-90
Journal of Civil Engineering and Management 2009; 15(3):299–307

Dynamic Stress Concentration of a Circular Cavity Subjected by Steady Plane SH Waves in an Elastic Quarter with a Semi-circular Canyon Hui Qi1,a, Liming Cai1, Xiangnan Pan1,b, Chun Gao1,2 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China 2Department of Civil Engineering, Harbin University, Harbin 150086, China aqihui@hrbeu.edu.cn, bpanxiangnan@hrbeu.edu.cn Keywords: SH wave, Circular cavity, Semi-circular canyon, Elastic quarter, Dynamic stress concentrations.
Introduction Elastic wave scattering and resulted dynamic stress concentrations problems are always play a significant role in theoretical researches and engineering applications [1, 2].
Han: Soil Dynamics and Earthquake Engineering Vol. 10 (1991), p. 249 [5] J.X.

Preface The book was compiled based on the research results presented at the 2nd International Conference on Civil Engineering and Materials (ICCEM'2024, 13-14 December 2024, Al-Hoceima, Morocco).
This conference provided a vital platform for professionals from Morocco and around the world to convene, share research findings, and discuss the latest advancements in civil engineering and materials science.
The presented edition is dedicated to advanced technologies for coastal engineering, urban planning, and territory development, as well as issues in water quality management.
The collected articles will be helpful to many researchers and engineers in these areas.

School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan ,Hubei , 430072, P.
*Corresponding author: School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, E-Mail:whuyzh@163.com REFRENCES： [1.]
Effective static load distributions in wind engineering [J].
Journal Wind Engineering and Industrial Aero dynamics, 2002, 90( 2) : 91-109 [2.]

Calculation Model Engineering survey.
Journal of engineering design: Reinforced concrete structure design with floor partial discontinuity.
Application of ANSYS in civil engineering.Beijing: People's Posts and Telecommunications Press, 2005 [3] Wang,Q.Y., Hu, S.Y..(2008).
Journal of Jilin Architecture and Civil Engineering Institute :Effects of openings on the regular frame structure .