Search results

Analysis of Mechanics of Disturbed Materials Based on Theory of Duality Disturbance Jinhe Gao1,a, Shoulong Zhang2,b, Weiling Huang3,c, and Yi Zhang4,d, Siren Lin5,e, Guangwu Zhang 6,f 1School of Civil Engineering, Tongji University, China 2School of Architecture and Civil Engineering, East China Institute of Technology, China 112813630@qq.com, 2qiuzhangkwok@foxmail.com, 31241547553@qq.com Keyword: RND.
"Duality" state is made of references state of RND and RCD.[1-3] The apparent behavior of disturbing engineering materials use appropriate perturbation function to describe which connect with "duality".

A.3,c and Nurliza J.4,d Institutes for Infrastructure Engineering and Sustainable Management Faculty of Civil Engineering, Universiti Teknologi Mara Shah Alam, Selangor, Malaysia Email: a ruslanridzuan@yahoo.co.uk, b krul_niza@yahoo.com, cfadiil2003@yahoo.co.uk , dnajee_50@yahoo.com Keywords: Waste paper Sludge Ash (WPSA); Geopolymer Mortar; Strength; Alkaline Activator Abstract.
Therefore, the civil engineers have been challenged to convert this paper sludge, in general, to useful building and construction materials.
IEEE colloquium on Humanities, Science and Engineering Research
Journal of Sustainability and Civil Engineering (JSCE)
International Journal of Civil & Environmental Engineering IJCEE-IJENS vol: 11 no:01

Numerical Study on Influence of Joint Characters on Rock Mechanical Parameters Yanfeng Feng1, 2, Tianhong Yang1, Hua Wei2, Huaguo Gao3, Jiuhong Wei4 1 Center for Rock Instability and Seismicity Research, Northeastern University, Shenyang, Liaoning, 110004 China 2 College of Civil Engineering, Shenyang University of Technology, Shenyang, Liaoning, 110870 China 3 The School of Resources and Civil Engineering, University of Science and Technology Liaoning, Anshan, Liaoning, 114051 China 4Liaoning Jet Engineering Energy Technology Co.
The joint characters is influencing and controlling the rock mass strength, deformation characteristics and rock mass engineering instability failure in a great degree.
Introduction The structure surface is influencing and controlling the rock mass strength, deformation characteristics and rock mass engineering instability failure in a great degree[1].
Experimental research on pre-existing cracks in marble under compression[J], Chinese Journal of Geotechnical Engineering, 2004,26(1): 120－124
Studied influence of pre-existing crack geometrical and material properties on crack propagation in rock [J], Chinese Journal of Rock Mechanics and Engineering.2008, 27(9): 1882－1888

An Evaluation of Relationship with Polished Stone Value and Skid Resistance Value Based on a Laboratory Investigation Preda Pichayapan1,a, Phittayoot Chaleonpan2,b, Peerapong Jitsangiam2,c and Pongsakorn Wongchana2,d 1Excellence Center in Infrastructure Technology and Transportation Engineering (ExCITE) and Department of Civil Engineering, Faculty of Engineering Chiang Mai University, Chiang Mai, Thailand 2Department of Civil Engineering, Faculty of Engineering Chiang Mai University, Chiang Mai, Thailand apreda@eng.cmu.ac.th, bphittayoot.c@gmail.com, cpeerapong@eng.cmu.ac.th, degco.pongsakorn@gmail.com Keywords: Polished stone value, Skid resistance value, Asphalt concrete Abstract.
Acknowledgments The authors thank the Department of Civil Engineering, Faculty of Engineering Chiang Mai University for sponsoring this research program.
The authors also thank the guidance and assistance of Department of Civil Engineering, Faculty of Engineering Naresuan University to susceed the laboratory testing.
Influence of engineering properties on Polished Stone Value (PSV): A case study on basic igneous rocks from Serbia.
J Civil Environ Eng 6:223, doi:10.4172/2165-784X.1000223

., Ret.2b STU in Bratislava, Fakulty of Civil Engeenering, Department of Building Struktures, Radlinského 11, 813 68, Bratislava, Slovak Republic1 STU in Bratislava, Fakulty of Civil Engeenering, Department of Building Struktures, Radlinského 11, 813 68, Bratislava, Slovak Republic2 juraj.zilinsky@stuba.sk1a milan.vanc@stuba.sk2b Keywords: Applied aerodynamic, aerodynamic modifications; chamfering of corner; tapering effects; wind induced responses; tall buildings Abstract.
With the advent of advanced computer technology, using the finite element method engineers and architects plan and construct buildings that are, high, flexible, thin and lightweight.
[5] Holmes JD.: Effective static load distributions in wind engineering, Journal of Wind Engineering and Industrial, 2002

Seismic Behavior and Design of Innovative Modular Steel Floor System Tony Yang1,a *, Sirou Zhuo2,b and Yuanjie Li3,c 1International Joint Research Laboratory of Earthquake Engineering, Shanghai, China; Department of Civil Engineering, University of British Columbia, British Columbia, Canada 2,3Department of Civil Engineering, University of British Columbia, British Columbia, Canada ayang@civil.ubc.ca, bslowzhuo@hotmail.com, cyuanjieli01@gmail.com Keywords: Floor system, Structural optimization, Earthquake, Rigid diaphragm.
“OpenSees command language manual”, Pacific Earthquake Engineering Research (PEER) Center, 2006
[9] American Society of Civil Engineers.
“Minimum Design Loads for Buildings and Other Structures”, American Society of Civil Engineers, 2010
“Efficient seismic analysis of building structure including floor slab”, Engineering structures, 27.5:675-684, 2005 [11] T.Y.

Preface International Conference on Industrial Engineering took place on May 15-18, 2018 in Moscow, Russian Federation.
(Techn.), Full Professor, National Research University "Moscow Power Engineering Institute", Moscow Igor V.
(Techn.), Full Professor, Volgograd State University of Architecture and Civil Engineering, Volgograd Aleksandr S.
(Techn.), Full Professor, Saint-Petersburg State University of Architecture and Civil Engineering, Saint-Petersburg Aleksandr I.
(Techn.), Full Professor, Novosibirsk State University of Architecture and Civil Engineering, Novosibirsk Boris Ya.

Comparison between Generated Data by Different Markov Chain Methods in the Mola Sany Station of the Karun River in Iran Arash Adib1,a, Soheil Sohldoost2,b, Mojtaba Labibzadeh1,c, Mohammad Vaghefi3,d, Afshin Ghanbarzadeh4,e 1Assistant Professor, Civil Engineering Department, Engineering Faculty, Shahid Chamran University, Ahvaz, Iran 2Msc Student, Civil Engineering Department, Engineering Faculty, Shahid Chamran University, Ahvaz, Iran 3Assistant Professor, Civil Engineering Department, Engineering Faculty, Persian Gulf University, Bushehr, Iran 4Assistant Professor, Mechanical Engineering Department, Engineering Faculty, Shahid Chamran University, Ahvaz, Iran aarashadib@yahoo.com,bsoheil_s2003@yahoo.com,clabibzadeh_m@scu.ac.ir, dvaghefi52@gmail.com,eghanbarzadeh.a@scu.ac.ir Key Words: Markov chain method, The Karun River, The Mola Sany hydrometric station, The Ahvaz hydrometric station, Wet and drought periods Abstract.
Brass, in: Markov Autocorrelation Pulse Model for Two Sites Daily Streamflow, Journal of Hydrologic Engineering,ASCE Vol. 6 No.3 (2001), pp.189-195
Csik, in: Hybrid, Markov Chain-based model for daily streamflow generation at multiple catchment sites, Journal of Hydrologic Engineering,ASCE Vol. 11 No. 3 (2006), pp.245-256
Anwar, in: Critical drought analysis: case study of Göksu River (Turkey) and North Atlantic oscillation influences, Journal of Hydrologic Engineering,ASCE Vol. 14 No. 8 (2009), pp.795-802

Study on the Deformation Mechanism of Floor Slab with Hole under Horizontal Earthquake Si Suo1,a , Shuo-ying Zhang2,b 1School of Civil Engineering, Southeast University, Nanjing, China 2School of Human Settlement and Civil Engineering, Xi’an Jiaotong University, Xi’an, China aseu_ss@163.com, bzhangsy@mail.xjtu.edu.cn Keywords: Floor Slab with Hole, Planar Deformation of Floor Slab, Frame Structure, Horizontal Seismic Response, Deformation Mechanism of Floor Slab.
Out-of-plane stiffness of floor slab can be neglected in engineering analysis.
Fang: Structural Engineers 1(1998), p.16-21 (in Chinese) [4] X.
Li: China Civil Engineering Journal Vol.24 (1991), p.19-27 (in Chinese) [5] W.
Zhao: Journal of Jilin Institute of Architecture ＆ Civil Engineering Vol.28 (2011), p.17-20 (in Chinese)

Progress with regard to high-rise building height, more storey, the site is narrow, professional cross construction density, compared with the industrial construction and general civil construction, the work surface is particularly narrow, difficult to meet in the work surface within the limited deployment synchronization discipline construction.
External coordination and cooperation mainly refers to the coordination between civil units, units of professional cooperation.
From a technical point of view, civil engineering, decoration professional form spatial restrictions on the installation of professional, the professional must accurately know their own professional building in which the position and range, and clear all kinds of professional well hole size, axis and elevation, height, and masonry thickness, slab thickness, beam size, in the pre construction and construction process, timely and accurately discover and solve the problems between the various professional.
Progress since the civil engineering, decoration, installation as an organic part of the high-rise building, the each other inevitably exist close contact, is actually the relationship between complementary and indispensable.
Pre control measures to control the construction of high-rise building concrete engineering quality includes the quality control process, the establishment of technology and engineering composite system, quality control points of the projects in the construction quality of the construction process.