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Prognostication of Concrete Mix Proportion by ANN Approach Keerthi Gowda. 1, G.L.Easwara Prasad2 1Civil Engg dept, Government Poly Technic, Belur, Karnataka, India 2 Civil Engg det, P.E.S.
A significant number of reports have been published in application of ANN for the prediction of future events in Civil engineering problems .
And now this makes ANNs as powerful tool for solving some of the complicated engineering problems.
Dudani (2002), “Neural Networks for profiling stress history of clays from PCPT data”. journal of geotechnical geoenvironmental engineering, VOL 128, NO 7, July, 2002, pp 569-578
Engineering letters, 132EL_13_2_8 (advance online publication: August 4,2006.

Axisymmetric Punching Capacity Analysis for Concrete Slabs Xiaorong Hu 1, a, Xiaomei Fan2,b 1School of Civil Engineering and Architecture, Nanchang University, China 2School of Resource and Civil Engineering, Liaoning Institute of Science and Technology, China ahuxiaorong@ncu.edu.cn, bbxfanxiaomei@126.com Keywords: axisymmetric punching capacity; concrete slab; triple-shear unified failure criterion; stress states in failure zones.
Journal of Harbin Architecture ＆ Civil Engineering Institute, 1993, 26(6): 74-80 (in Chinese)
Engineering Mechanics, .2001,18(6): 18-22 (in Chinese)
Engineering Mechanics, 1996, 13(1): 1-7 (in Chinese)
Engineering Mechanics, 2002, 19(5): 92-96 (in Chinese)

Refining the Applications of Computer-Aided Numerical Methods to Differential Settlement of Foundation Longxi Luo, Zaigen Mua, Huan Chen, Benhu Li and Runlin Yang Dept. of Civil Engineering, University of Science and Technology Beijing, Beijing 100083, China acorresponding author, zgmu@ces.ustb.edu.cn Keywords: computer-aided numerical methods; differential settlement of foundation; undersurface construction.
Engineers’ preoccupation with the task of solving these problems begot a series of stimulating ideas.
Yet, because of the large requests of variety techniques from many fields and laborious works of collection and sort, the establishment of an efficient data-base can never be accomplished by civil engineering only.
The computational method and research progress on settlement of deep found- ation, China Civil Engineering Journal, Vol. 37, No. 6, (2004), p. 70
Deep foundation engineering in the 21st Century in China, Proc.

The applied research of Steel-Timber Combined Member to steel structure residence Futing Pan1, a, Tao Wu2,b and Li Zhang 3,c 1 College of civil & environmental engineering, Anhui Xinhua University, Hefei 230088, China 2 College of civil & environmental engineering, Anhui Xinhua University, Hefei 230088, China 3 Audit department, Anhui Audit Vocational College, Hefei 230601, China apanfuting@126.com, btaoxia201@163.com,clizhang325@126.com Keywords: Steel structure residence, Steel-timber combined member, yielding Abstract.
Journal of Struture Engineering.
Journal of Struture Engineering.
Journal of Struture Engineering.
Journal of Struture Engineering.

Introduction Composite structure is widely used in the field of civil engineering, transportation, construction, water conservancy and other fields.
Illinois : University of Illinois , department of civil engineering ,2002
Engineering Fracture Mechanics, 2002, 69: 813-833
International Journal for Numerical Methods in Engineering, 2000, 48:1741-1760
Engineering Fracture Mechanics,2009,26:347-368

The Monitoring Method for Crack Damage of Concrete Structures Based on Piezoceramics Transducers HE ZHANG Department of Civil and Surveying Engineering, Liaoning Water Conservancy Vocational College, Nanyi Road of Hushitai Shenbei New District, Shenyang, LN, China 110122 syzhanghe@163.com Keywords: concrete structure, structure health monitoring, piezoceramics transducers, smart aggregate Abstract.
Introduction Recently, all kinds of large-scale civil engineering structures keep coming, such as high-rise buildings, long-span bridges and water conservancy and hydropower projects, etc.
The research results in the paper could enrich the theory of piezoelectric-based SHM and lay function for technology application in engineering.
The method could be used in the practical engineering to reduce the failure risk of concrete structures cased by all kinds of factors.
Earthquake Engineering and Engineering Vibration Vol. 6(2004), p. 165 (In Chinese) [2] Sun Mingqing, Li Zhuoqiu Hou Zuofu,.

The Seismic Performance Analysis Of Brick Masonry Wall Between Windows With The Isolation Seam Shuaijun Han1,a, Wenfang Zhang 1,b 1.Department of Civil Engineering, Taiyuan University of Technology79, Yingzexi Street, Taiyuan, 030024, China a434443823@qq.com, bzhangwenfang@tyut.edu.cn, Keywords: brick masonry; wall between windows; seismic behavior; flexural failure; finite element Abastrat: This paper is to research the seismic performance and failure mode of longitudinal independent brick masonry wall between with isolated seams under the lateral function and vertical load.
And it can simulate the window wall W-1 with 10mm isolated seam,the wall W-2 between windows and the ordinary wall W-3.Compared their damage morphology and mechanical characteristics in the vertical load and horizontal loads, some useful can be got and become the basis for teoretical analysis and engineer design of masonry structures for the future.
China Civil Engineering Journal, Vol. 43 (2010) p.130-135
Engineering Mechanics,Vol.29(2012)p.202-210

PERFORMANCE OF MULTI-LAYER SOIL ELECTRIC RESISTIVITY MODEL COMPARING WITH TWO-LAYER CHARACTERIZATIONS IN GEOTECHNICAL INVESTIGATIONS Zamri Chik1 and Taohidul Islam1,2* 1Department of Civil and Structural Engineering Faculty of Engineering & Built Environment, Universiti Kebangsaan Malaysia 43600 Bangi, Selangor DarulEhsan, MALAYSIA. 2Department of Electrical and Electronics Engineering, Faculty of Computer Science and Engineering, PSTU, Bangladesh.
Introduction Determinations of soil strength and soil characteristics are prerequisite in highway and road engineering, geotechnical engineering, and other divisions of civil engineering.
Soil electrical resistivity has been widely applied to obtain near surface soil characteristics in geotechnical and other section of civil engineering [2, 5].
Figure 7 shows the testing results of multi-layer model and SPT at a site located near of Engineering Faculty of UKM.
Ren. : Power Engineering (2001), p. 57-61

Preface This volume contains the written versions of the contributions presented during the Broad Exposure to Science and Technology (BEST 2021), held by Engineering Faculty of Universitas Sultan Ageng Tirtayasa virtually on August 31, 2021.
The Conference provided a setting for discussing recent developments in various engineering and applied science topics, including Material science, Chemical, Mechanical, Electrical, Industrial and Civil Engineering.
BEST 2021 conference included plenary lecturers and oral presentations to allow attendees to present their scientific results in the different engineering fields.

Research on Dynamic Behavior of Vehicle-bridge System WU Yanhong1, a, HAN Guangcai2,b , LIU Zhiqiang1,c and BIAN Fuguo1,d 1College of Mechanical & Electrical Engineering, Harbin Engineering University, Harbin city, Heilongjiang province, China 2College of Astronautics & Civil Engineering, Harbin Engineering University, Harbin city, Heilongjiang province, China awuyanhong@hrbeu.edu.cn, b hangc2008@sina.com, cliuzhiqiang@hrbeu.edu.cn, dbianfuguo_neu@126.com Keywords: Vehicle-bridge system; Euler-Bernoulli beam; Transversal deflection; Numerical simulation Abstract.
Such problems exist in the fields of civil engineering, railway tracks, bridges, mechanical engineering and overhead cranes subjected to moving loads or masses for many years.The dynamic analysis of bridge structures subjected to moving loads or masses is given by Stokes[1] and Willis[2] earlier.
The above solution was just a combination of mass and velocity, however, in engineering the vehicle-bridge system model should be considered.
The equations and simulation results in this paper have certain theoretical significance and application value on bridge design and management in engineering.
Weaver, in: Vibration Problems in Engineering, 4th Edition, Wiley, New York(1974).