Search results

Rock permeability is important in civil and geo-hydraulic engineering, the mining and petroleum industries, and in environmental and engineering geology.
Introduction Rock permeability is important in civil and geo-hydraulic engineering, the mining and petroleum industries, and in environmental and engineering geology.
Disastrous water in-rush and coal and gas outbursts into excavations pose a potential significant risk to mining and civil engineering projects.
Fluid flow in rock strata also influences the regular construction and daily service of geo-engineering projects.
Kern: Engineering Geology Vol.61(2001), p.163-180 [13] G.D.H.

The Spatial Block Stability Test in Variable Angles and Safety Evaluation WANG Jiang1, a, WANG Shuhong2, b, JIANG Lei 3, C, NI Yong 4, d 1School of Resource and Civil Engineering, Northeastern University, Shenyang, China 110819 2School of Resource and Civil Engineering, Northeastern University, Shenyang, China 110819 3School of Resource and Civil Engineering, Northeastern University, Shenyang, China 110819 4School of Resource and Civil Engineering, Northeastern University, Shenyang, China 110819 awangjiang.only@163.com, bshwangneu@126.com, ckdjianglei@126.com, d807821091@qq.com.
Joints information in specific rocky slope free face could be collected by modern untouched measure technology in engineering.
Introduction Plenty of engineering have been shown that rocky slopes stability largely depends on spatial rock masses which are incised by structural planes and free faces mutually.
Joints information in specific free face of rocky slope is collected by modern untouched measure technology in engineering.
Rock Mechanics and Rock Engineering, 2009, 42(2):229-258

Case Studies of Seismic Vibration Control of Civil Structures Using Shape Memory Alloys Hui Qian1, 2, a, Hongnan Li2, b, Di Cui 3, c, Huai, Chen1, d 1 School of Civil Engineering, Zhengzhou University, Zhengzhou 45001, China; 2 Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China; 3 Key Laboratory for Prediction & Control on Complicated Structure System of the Education Department of Liaoning Province, Dalian University, Dalian 116622, China; a qianhui@zzu.edu.cn, b hnli@dlut.edu.cn, c acuidip@126.com, d chenh@zzu.edu.cn Key words: Shape memory alloys, seismic vibration control, energy dissipation device, intelligent reinforced concrete Abstract.
The unique properties lead to their wide applications in the biomedical, mechanical, aerospace, commercial industries, and recently in civil engineering.
Journal of Structural Engineering, ASCE, 6: 845-856 (2003)
Fujino, Engineering Structures, 22, 222-229 (2000)
Delemont, Engineering Structures, 24, 325-332 (2002)

Modelling of Guided Wave Propagation with Spectral Element: Application in Structural Engineering Ying WANG1, a and Hong HAO2, b 1School of Engineering, Deakin University, 75 Pigdons Rd, Waurn Ponds, VIC 3216, Australia 2School of Civil and Recourse Engineering, the University of Western Australia, 35 Stirling Hwy, Crawley, WA 6009, Australia a ying.wang@deakin.edu.au , b hong.hao@uwa.edu.au Keywords: Guided wave, Structural Health Monitoring, Spectral element method Abstract.
Therefore, its application on civil structures should be further investigated.
Advances in Structural Engineering, 15(5), (2012), 855-870
Advances in Structural Engineering, 14(5), (2011), 837-856
Australian Journal of Structural Engineering. 14(1), (2013), 43-56

The work of the conference is aimed at providing an opportunity for scientists, graduate students and representatives of the construction industry to generalize the recent achievements results in the field of industrial and civil construction (design, organization of all types of work, construction materials, etc.), discussing promising directions for the construction industry development and establishing useful partner relationships for future interaction.
The conference is held on numerous topics: • Structural mechanics and construction theory, civil and industrial engineering
Editors: Batyr Yazyev ps62@yandex.ru Stepan Litvinov litvstep@gmail.com Anastasia Lapina nastya-L1@yandex.ru Anastasia Kotesova a.kotesova@mail.ru Oksana Akay oksanaakay@gmail.com Committees Conference Chairman Pavel Akimov Russian Academy of Architecture and Building Sciences Deputy Chairman of the Organizing Committee Batyr Yazyev Don State Technical University Organizing Committee Co-Chairs Besarion Meskhi Don State Technical University Nikolay Karpenko Department of Building Sciences Yuri Konoplev Academy of Sciences of the Republic of Tatarstan Yuri Altudov Kabardino-Balkarian Federal University Svetlana Khashirova Kabardino-Balkarian Federal University Zaven Ter-Martirosyan Moscow State University of Civil Engineering Boris Sokolov Kazan Giproniiaviaprom JSC Iftikhar Abbasov Southern Federal University Valery Azarov Volgograd State Technical University Sergey Fedosov Moscow State University of Civil Engineering Vladimir Erofeev Ogarev Mordovia
State University Levon Mayilyan Self-regulatory organization Association “Association of builders of the South and North Caucasus districts” Vitaliy Kolchunov Russian Academy of Architecture and Building Sciences Vladimir Travush Russian Academy of Architecture and Building Sciences Nail Kashapov Kazan Federal University Irina Akhmetova Kazan State Energy University Vladimir Andreev Moscow State University of Civil Engineering Aleksey Beskopylny Don State Technical University Sergey Kalashnikov Volgograd State Technical University Ashot Tamrazyan Moscow State University of Civil Engineering Armen Ter-Martirosyan Moscow State University of Civil Engineering Stepan Litvinov Don State Technical University Linar Sabitov Kazan Federal University Honorary Members of the Organizing Committe Alexey Adamtsevich Moscow State University of Civil Engineering Friel Akhmetov Kazan Federal University Mukhtar Bekkiev Mountain Geophysical Institute Iskander Gilmanshin Kazan Federal University
Georgy Nikitin Kazan Giproniiaviaprom JSC Oleg Radaykin Kazan State University of Architecture and Engineering Stanislav Roshchupkin Sevastopol State University Emer Sibgatullin Kazan Federal University Victor Taratuta Kuban State Agrarian University Svetlana Yazyeva Don State Technical University International Program Committee Gagik Galstyan National University of Architecture and Construction of Armenia (Yerevan) Shan Yue Shandong Jiaotong University Narine Pirumyan National University of Architecture and Construction of Armenia (Yerevan) Lyu Chunguan Shandong Jiaotong University Amansahatov Chariyar Deputy Director of the Academy of Sciences of Turkmenistan Erkin Nafasov Chief expert of Gosstroy of Turkmenistan Abbas Hodzhaev Tashkent architecture and civil engineering institute (TACII) Ján Bujňák Head of Department of Structures and Bridges, FCE UŽ, SK Josef Vičan Dean of FCE UŽ, SK Zaynalobuddin Kobuliev Institute of Water Resources and Ecology of the Academy of Sciences

Study on Thermal Stress and Temperature Cracks Control of Longlin Roller Compacted Concrete Gravity Dam Wenyi Zheng1, a, Peng Pan2,b,Lieping Ye2,c 1Pyongyang Univers of Constructuion and Building Materials,Pyongyang, D.P.R.Korea, 2Department of Civil Engineering, Tsinghua University, Haidian District, Beijing100084, P.R.
The whole progress of construction and operation of Longlin RCC gravity dam in harsh climate region were simulated by using the heat of hydration analysis control function, construction stag analysis control function and the time-dependent material link of MIDAS.civil.2006.
After that, scholars and engineers began to pay attention to thermal stress and temperature control of RCC gravity dam.
Fig. 1 Longlin RCC gravity dam (2011.5) and calculation model 2)With the analytical functions of hydration heat and construction stage provided by Midas.Civil.2006, the following can be included in the numerical model, the proper amount of water reducing agent for every stage, the amount of low-heat additive and the proper thickness that can avoid concrete crack. 3) With the numerical model, rational construction control system can be established by simulation of all construction phases.
Engineering Mechanics,2006,23(4);120～124 .

Kirsanov, Analysis of the deflection of a strut-type lattice girder truss, Magazine of Civil Engineering. 57 (5) (2015) 58-65
Kirsanov, Analysis of the buckling of spatial truss with cross lattice, Magazine of Civil Engineering. 64 (4) (2016) 52-58
Kurchenko, Deformations of steel roof trusses under shock emergency action, Magazine of Civil Engineering. 73 (5) (2017) 3-13
Tusnina, Finite element analysis of crane secondary truss, Magazine of Civil Engineering. 77 (1) (2018) 68-89
Vatin, Fiber concrete for the construction industry, Magazine of Civil Engineering. 84 (8) (2018) 41-47

Table1 Practice Teaching Curriculums in Civil Engineering Specialty time contents Class period location remarks entrance education Specialty education 8 classes on campus school teachers Engineering education 4 classes Engineering field Technology and management engineers of field The first school year Engineering education 16 classes on campus school teachers experiments 40 classes on campus school teachers Engineering practice 3weeks Engineering field Technology and management engineers of field The second school year Engineering education 16 classes on campus school teachers experiments 22 classes on campus school teachers curriculum design 2 weeks on campus Technology and management engineers of field, school teachers The third school year Engineering education 8 classes on campus school teachers curriculum design 7.5 weeks on campus Technology and management engineers of field, school teachers experiments 6 classes on campus school teachers specialty engineering practice 10
weeks Engineering field Technology and management engineers of field The forth school year Engineering education 8 classes on campus school teachers specialty engineering practice 12weeks Engineering field Technology and management engineers of field curriculum design 7 weeks on campus Technology and management engineers of field, school teachers Graduation practice 2 weeks on campus Technology and management engineers of field, school teachers Graduation design 14 weeks on campus , Engineering field Technology and management engineers of field, school teachers According to highlight application principles, the combination of curriculum structure and corresponding teaching contents should be updated during the design process in the undergraduate curriculum.
Compound Talent Training Mode for Civil Engineering Specialty[J].
Journal of Hunan Institute of Engineering Sept．2012
Practice of engineering-learning alternating cooperation training modein civil engineering education[J].

Jong Wan Hu Incheon National University Department of Civil and Environmental Engineering Incheon Disaster Prevention Research Center, Head of Center.
Jung Kyu Ahn Incheon National University Department of Civil and Environmental Engineering Prof.
Kaloop Mosbeh Incheon National University Department of Civil and Environmental Engineering Incheon Disaster Prevention Research Center Technical Committee Prof.
Augusto Cannone Falchetto Civil Engineering and Environmental Sciences Pavement Engineering Centre (ISBS) Dr.
Hong Min Son Incheon National University Department of Civil and Environmental Engineering Dr.

Influence of Tie Beams of Pier on the Seismic Performance of a Continuous Rigid Frame Bridge with Twin-legged Piers Yunjing Nie 1, a, Xu Yan1, b and *Tieying Li 1,c 1School of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi, 030024,China anieyunjing@163.com, byanxutut@sina.com, clty680412@163.com Keywords: Continuous rigid frame bridge, Tie beam of pier, Seismic performance.
Modal analyses and the linear seismic response analyses are performed on a practical continuous rigid frame bridge with twin-legged piers with no tie beam, one tie beam and three tie beams of pier, using software Midas/civil.
Fig.1 Elevation of the continuous rigid frame bridge Analytical model The three three-dimensional finite element models of the bridge are developed using Midas/Civil finite element software, shown in Fig. 2.
The linear response history analyses under earthquake action E1 are performed on the three analytical models shown in Fig.2, using software Midas/civil.
Shi: Earthquake Engineering and Engineering Vibration.