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Palana: Engineering Chemistry.
Polymer-Plastics Technology and Engineering, Vol.46 (2007), pp. 43–50
Polymer-Plastics Technology and Engineering, Vol. 46 (2007),pp.621–628
Asian Journal of Civil Engineering (Building and Housing), Vol.4 No.1 (2003), pp. 1-10
Yu; Laminate of reformed bamboo and extruded fiber reinforced cementitious plate, Journal of Materials in Civil Engineering Vol.14 Issue. 5 (2002), pp. 359-365

Free Vibration Analysis of Cantilever Rectangular Plates with Variable Thickness HUANG Mei1,a, XUYu1,b and CAO Bo1,c 1School of Nuclear Power Science and Engineering, North China Electric Power University, Beijing 102206, China aemail:huangmei@ncepu.edu.cn, bemail:xuyu@ncepu.edu.cn, cemail :caobo@ncepu.edu.cn Keywords: mixed boundary grid method, cantilever rectangular plate, Green function Abstract.
Introduction Plates with variable thickness have been used extensively in civil, aircraft and marine structures.

Belostotskyb Research and Educational Center of Computational Simulation, Moscow State University of Civil Engineering, 26, Yaroslavskoe shosse, 129337, Moscow, Russia aa.pvlv@yandex.ru, bamb@stadyo.ru Keywords: nonlinear deformation, collapse modeling, structural joint characteristics Abstract.

., Moscow, 129337, Russia, Moscow State University of Civil Engineering a marina.mozgaleva@gmail.com, b pavel.akimov@gmail.com Keywords: wavelet-based, discrete-continual finite element method, local structural analysis, three-dimensional problems, basic direction, reduction, Haar basis, piecewise constant parameters Abstract.

Association Française de Génie Civil, Setra, 2013 [2] J.
Pukl, ATENA – A tool for engineering analysis of fracture in concrete, Sadhana 27/4, 2002 [4] J. 

Study and Application on Detection of Groundwater Water Quality On-line Monitoring Index Yifan Wang1,a, Yongxiang Zhang1,b, Xiao Hu1,c and Weichun Gao1,d 1 Beijing Key Lab of Water Quality Science and Water Environmental Restoration Engineering, College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100124, China awyf04151@163.com, byxzhang@bjut.edu.cn, civy.ivy1@163.com, dgaoweichun_01@126.com Keywords: South-to-north water transfer; Groundwater; Water quality monitoring; Demonstration.
Due to the geological, hydrogeological feature along the main canal and construction characteristics of the inner drainage section engineering in the south-to-north water transfer project, pollutants might enter into the main canal with the groundwater, which may cause the main canal water quality risk.
At the same time the running effect is stable, which has achieved results of engineering research and application.
This study and demonstration ensure the safety of the water quality of the main canal, and play an important role in promoting regional water diversion engineering technology in China.
References [1] Yangxiao Zhou, Wenpeng Li: Hydrogeology & Engineering Geology,Vol.1(2008),In Chinese [2] Koreimann C, Grath J, Winkler G, et al : European Topic Centre onInland Waters, 1996

Analytical Computational Models for Relationship between Ultimate Bending Moment of Concrete Segments and Axial Force Wang Zhiyun1,a, LI Shouju2,b 1Institute of Marine and Civil Engineering, Dalian Ocean University, Liaoning Dalian 116023, China 2State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Liaoning Dalian 116024, China; adlutwzhy@163.com, blishouju@dlut.edu.cn Keywords: concrete segments; ultimate bearing capacity; bending moment; axial force; plane deformation assumption; numerical simulation Abstract.
The analytical computational model and numerical simulation for a practical engineering case indicate that the ultimate bending moment of concrete segments increases with increase of axial force on concrete segment in the case of large eccentricity compressive state.
Introduction With the development of underground traffics, underground space and Metro engineering, shield-excavated tunnels are widely used.
Climent: Engineering Structures.
Massimino: Bulletin of Earthquake Engineering.

Preface to “Engineered Materials for Sustainable Structures” Roberto Frassine1, Andrea Nobili2, Giuseppe Saccomandi3, Cesare Signorini2,4,a 1Department of Chemistry, Materials and Chemical Engineering ”Giulio Natta”, Politecnico di Milano, Piazza L.
Da Vinci, 32, Milan, Italy 2Department of Engineering “Enzo Ferrari”, University of Modena and Reggio Emilia, Via P.
On the other hand, restoration of historical masonry and concrete buildings is still a challenge and a handful of contributions report on the development of engineered composite materials for structural retrofitting.
Advanced Composite Materials for Structural Purposes The Session ”Advanced Composite Materials for structural purposes” reports on new frontiers in the field of composite materials with emphasis on inorganic and ceramic matrix composites for structural retrofitting and rehabilitation of civil and industrial buildings.
Applications in Engineering Science, 9:100077, 2022

Design and numerical simulation of the disk spring vertical isolation device Xueyuan Yan1, a, Jianping Wang1, b 1School of Civil Engineering, Fuzhou University, Fuzhou 350108, China ayxy820910@sina.com, b525063154@qq.com Keywords: disk spring, vertical isolation, contact analysis, hysteretic curve.
The comparisons for hysteretic curve between numerical simulation and experiment result of vertical isolation device shows that their stiffness and energy dissipation capacity are very close, and the precision of the model can satisfy the requirement of numerical analysis and engineering application.
The precision of the model can satisfy the requirement of numerical analysis and engineering application.
The comparisons for hysteretic curve between numerical simulation and experiment result of vertical isolation device shows that their stiffness and energy dissipation capacity are very close, and the precision of the model can satisfy the requirement of numerical analysis and engineering application.
References [1] Yicheng Jiang, Jiaxiang Tang: Seismic engineering Vol. 2 (2002), p. 1-6 ( In Chinese) [2] Amr M.I.

Study on the Countermeasure of Karst Collapse in Siding Lead-zinc Mining Area AN Ning1, a, TAN Jing-he1,b and LI Gang1,c 1College of Civil Engineering and Architecture, Guilin University of Technology, Guilin, Guangxi 541004, China a806024095@qq.com, b393682793@qq.com, c2575294448@qq.com Keywords: Karst Collapse, Geological Problem, Cause Analysis, Countermeasure.
It states the main countermeasure of this karst collapse engineering from different angles and puts forward the idea that the method of clear block need to be adopted to solve the problem in the mining area, and achieves good results.
The plantation of the economic forest is the purpose and continuation of the engineering measures.