Search results

Simulation of Angular Flow in a Shallow Basin Triggered by a Rotating Vertical Cylinder by SPH Method Warniyati1,a*, Radianta Triatmadja3,b, Nur Yuwono3,c 1Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Indonesia 2Center for Engineering Science, Universitas Pattimura, Indonesia 3Department of Civil and Environmental Engineering, Center for Engineering Science, Universitas Gadjah Mada, Indonesia awarniyaties@gmail.com, bradianta@ugm.ac.id, cnuryuwono@yahoo.com Keyword: Smoothed Particle Hydrodynamics (SPH), particle, velocity, model Abstract.
Liu, Smoothed Particle Hydrodynamics (SPH): an overview and recent developments, Archives of Computational Methods in Engineering. 17 (2010) 25-76
[4] L de Wit, Smoothed Particle Hydrodynamics: A Study of The Possibilities of SPH in Hydraulic Engineering, Master Thesis, Delft University of Technology, Delft, 2006.

Using Artificial Neuron Network on the Impact Characteristics Analysis of Free Overfall Flow Yao-Ming Hong1, a, Hong-Ting Lyu2,b, Hsueh-Chun Lin 3,c, and Yao-Chiang Kan4,d 1Department of Design for Sustainable Environment, MingDao University, Taiwan 2Department of Civil Engineering, National Chung-Hsing University, Taiwan 3 Department of Health Risk Management, China Medical University, Taiwan 4 Department of Communications Engineering, Yuan Ze University, Taiwan ablueway@mdu.edu.tw, btim.mouse@gmail.com, csnowlin@mail.cmu.edu.tw, dyckan@saturn.yzu.edu.tw Keywords: artificial neuronal network, free overfall flow, impact force, impact position.
Civil Engineering (1936), ASCE, 6(4),257-260
Journal of Hydraulic Engineering, (1955), ASCE 81, 1-13
Journal of Irrigation and Drainage Engineering, (1992),118(6), 956-964
Journal of Hydraulic Engineering. (2002), ASCE, 128(8), 788-791

Xu 2, c 1 School of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China 2 Department of Civil Engineering, Dalian University of Technology, Dalian 116024, China a jjzheng4335@sina.com, bxzzhou66@hotmail.com, cslxu@dlut.edu.cn Keywords: concrete; chloride; crack width; service life; quasi-brittle mechanics model Abstract.
Papoulia: Journal of Engineering Mechanics, Vol. 127 (2001), p. 342
Li: Journal of Structural Engineering, Vol. 129 (2003), p. 753
Bazant: Journal of Structural Engineering, Vol. 105 (1979), p. 1137
Yang: Proceedings of the Eighth International Symposium on Structural Engineering for Young Experts, Xuzhou, China, 2004, p. 1102

Turmo and José: Journal of Soil Dynamics and Earthquake Engineering, Vol.30 (2010) No.9, p.769
[5] Köpecsiri,András, Kollár and László P: Journal of Periodica Polytechnica Civil Engineering, Vol.42 (1998) No.2, p.139
[8] Hara, Fumio: Journal of Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C, Vol.53 (1987) No.486, p.344
Dario: Journal of Engineering Mechanics, Vol.133 (2007) No.7, p.735
(In Chinese) [14] H.H.Yu, M.Y.Chen and Y.L.Guo: Journal of Beijing Institute of Civil Engineering and Architecture, (1993) No.1, p.21.

Kosta1,b 1 Institute of Structural Analysis & Aseismic Research National Technical University of Athens, School of Civil Engineering, Greece a isaarsyr@central.ntua.gr, b maggiecosta@yahoo.gr Keywords: fragility curves, historical structures, masonry structures, seismic vulnerability, probabilistic analysis ABSTRACT The post-earthquake rehabilitation and retrofitting of historical structures is an important issue in the entire Mediterranean basin, which is characterized by its richness in historical masonry structures as well as its high seismicity.
Mavrouli (2005), "Analysis of Historical Structures using Three-Dimensional Solid Elements", Proceedings of the Tenth International Confernce on Civil, Structural and Environmental Engineering Computing, Rome, Italy, 29 August-2 September 2005
Asteris (2001), "Masonry Failure Criterion Under Biaxial Stress State", Journal of Materials in Civil Engineering, Vol. 13, No. 1, January/February 2001, ASCE.

Measuring Methods of Cable Tension in Cable-Stayed Bridges Jiangbo Sun1,2,a, Zuozhou Zhao2,b and Honghua Zhao1,c 1Department of Civil Engineering, Beijing Forestry University, Beijing100083, China 2Key laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China asunjiangbo888@126.com, bzzzhao@tsinghua.edu.cn, ctyzhh0093@sina.com Keywords: cable-stayed bridge, tension force measurement, frequency vibration method, hinged beam， tightening string， finite element method.

Salman2,b 1Senior Lecturer, Civil and Construction Engineering, Curtin University, Miri, Sarawak, Malaysia 2Final Year Student, Civil and Construction Engineering, Curtin University, Miri, Sarawak, Malaysia am.jayakumar@curtin.edu.my, b7D7A4398@stud.curtin.edu.my Key words: Apparent volume of permeable voids; chloride-ion penetration; fly ash; high strength concrete; lime; sorptivity; Abstract.
Also, the use of high strength concrete in civil engineering projects has increased in recent years because it has the advantages of reducing the sizes of structural members like beams and columns and performing much better in extreme and adverse climatic conditions.

Study on Mechanical Properties of a Through Tied Arch Bridge Model with Different Wind Bracing Forms Shengkui Dia, Fuzhou Baib, Aili Zhangc, and Hui Lid School of Civil Engineering, Lanzhou University of Technology(LUT), Lanzhou, Gansu, 730050, China adisk@lut.cn, bbaifuzhou800@163.com, caili696@163.com, dlih@lut.cn Keywords: Through Tied Arch Bridge; The Form Of Wind Bracing; Static Characteristic; Dynamic Characteristic; Stability.
The tied bar’s stiffness is small, and it is assumed that tied bar only bearing the axial forces, the calculation diagram is shown in Figure 5: Fig.5 Calculation diagram In this paper, the Midas / Civil finite element software is used to carry out the arch bridge modal analysis, Arch ribs and transverse beams with beam elements simulation; longitudinal beams do not bear bending moment, using truss element to simulate; suspender and tied bar used only for the pull cable element to simulate; bridge panel with plate element simulation.
In Midas / Civil, the control of eigenvalue analysis includes sub-space method, Lanczos method, multiple Ritz vector method, etc.
The test mainly used DASP intelligent signal acquisition and processing analysis system by the COINV(China Orient Institute of Noise and Vibration), and low-frequency vibration sensors of Harbin Institute of Engineering Mechanics, including: l INV3020A-CPCI 28 channel 24-bit precision of a signal collection analyzer, it can complete oscillographic and collection of large volume data; l DASP-V10 test analysis software: it can complete time domain, frequency domain, transfer function, modal analysis calculation,has real-time monitoring and other functions; l Eight 941B vertical Accelerometer , measurement frequency range is 1-30Hz; l Accessories: wire, plasticine etc.
“In Chinese” [3] Feng Wen,Shouying Li,Muguang Liu and Shujin Duan: Traffic Engineering and Technology for National Defence.No.2(2007), p. 43.

Dynamical Penetration Simulation of Solid Target under Shaped Charge Liner Fusheng Wang1,a, Yaoyao Ji1,b, Jinglin Zhang2,c and Shengjun Qiao1,d 1School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi’an, 710129, P.R.China 2School of Civil Engineering, Tongji University, Shanghai, 200092, P.R.China afswang@nwpu.edu.cn, b690461404@qq.com, czhangjinglina@gmail.com, dqiaoshengjun123@163.com Key words: Rock mass; shaped charge liner; penetration simulation Abstract: A finite element model of rock mass under linear conical shaped charge liner including explosive, metal liner, air and rock mass is built.
Introduction Shaped charge or hollow charge widely used in military and civil fields is generally a cylindrical charge with hollow at one end and fire point at the other end.
Science Technology and Engineering. 8(2008) 4251-4257

Ilina Novosibirsk State University of Architecture and Civil Engineering,113, Leningradskaya St., Novosibirsk, 630008, Russia ansklika@mail.ru, bzlv2712@mail.ru Keywords: gas-gypsum, average density, thermal conductivity, calcium carbonate, aluminum sulfate, setting time, setting retarder, basalt fiber, glass fiber, dispersion.
Zavadskaya, Influence of micro-reinforcing additives on the properties of gas-gypsum, Works of the Novosibirsk State University of Architecture and Civil Engineering (Sibstrin), T. 15.
The abstract of thesis for the degree of candidate of technical sciences, Novosibirsk State University of Architecture and Civil Engineering.