Search results

Wanjari3,c 1Research Scholar, Department of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, India 2P.G.
Research Scholar, Department of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, India 3Assistant Professor, Department of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, India akhare.pranay2@gmail.com bvinaykumar2015001518@gmail.com cspwanjari@civ.vnit.ac.in Keywords: Self Compacting Concrete (SCC), Ordinary Portland Cement (OPC), Fly Ash (FA), River Sand (RS).

Tests and Numerical Simulation on Short Composite-Sectioned Concrete Filled Steel Tubular Columns Subjected to Axial Compressive Loading ZHANG Yang 1, a , QIAN Jiaru 1, b , JI Xiaodong1 and CAO Wanlin 2 1 Department of Civil Engineering, Tsinghua University, Beijing, 100084, China 2 College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China ayang-zhang08@mails.tsinghua.edu.cn, bqianjr@mail.tsinghua.edu.cn Keywords: short composite-sectioned concrete filled steel tubular column; axial compressive loading test; axial compressive strength; non-linear finite element analysis.
Journal of Architecture and Civil Engineering, 2009,26(2):63-68.

The famous modem Japanese designer Arata Endo with changchun new building modern buildings Wei Mo1,a , Nana Wang2,b 1 Jilin institute architecture and civil engineering,China 2Jilin institute architecture and civil engineering,China aarcmowei@sina.com, bgotojilin@126.com Keywords: Arata Endo.
Arata Endo (June 1, 1889), was born in Japan FuDaoXian horses county futian village (now Japan's new parking) to September 1914, graduated from Tokyo imperial university engineering university architecture discipline, in January 1917 for the teacher, and worship Wright in the architectural design firm work (see fig 1).
This one design new Arata endo in that moment by praise, and obtain the puppet countries construction bureau "civil building honorable mention".

Issledovaniye vozmozhnosti modifikatsii karboksilatnykh plastifikatorov v sostave modifitsirovannykh melkozernistykh betonnykh smesey [Study the possibility of modifying carboxylate plasticizers in the composition of the modified concrete mixtures] (2012) Civil Engineering Journal.
Betony novogo pokoleniya na osnove sukhikh tonkozernisto-poroshkovykh smesey [Concretes of a new generation on the basis of fine-grained dry-powder mixtures] (2012) Magazine of Civil Engineering, No. 8, pp. 47-52
Petersburg, Civil Engineering Journal, No. 8, pp. 77.

Magnesium-Based Binders and its Materials Elvija Namsone1,a*, Irina Shvetsova2,b, Genadijs Sahmenko3,c, and Aleksandrs Korjakins4,d 1Riga Technical University, Faculty of Civil Engineering, Institute of Materials and Structures, Kipsalas 6A/6B, Riga, Latvia 2Vladimir State University, Department of Building Materials, Gorky 87, Vladimir Region, Russia 3Riga Technical University, Faculty of Civil Engineering, Institute of Materials and Structures, Kipsalas 6A/6B, Riga, Latvia 4Riga Technical University, Faculty of Civil Engineering, Institute of Materials and Structures, Kipsalas 6A/6B, Riga, Latvia aelvija.namsone@inbox.lv, cgenadijs.sahmenko@rtu.lv, daleksandrs.korjakins@rtu.lv Keywords: magnesium binders, magnesium-based cement, dolomite waste material.

Khalyushev, Modification of mineral additives in a high voltage electric field, Bulletin of the Donbass National Academy of Civil Engineering and Architecture. 1 (93) (2012) 159-164
Khalyushev, Electrophysical methods for modifying the mineral components of concrete, Bulletin of the Donbass National Academy of Civil Engineering and Architecture. 1 (81) (2010) 213-220
Khalyushev, The effect of electrostatic activation parameters on the rheologic and strength properties of fine-grained concrete, Journal of Civil Engineering and Management. 13 (3) (2007) 237-244

Study of the Influence of the Opening Size and the Type of Reinforcement on the Behavior of the Reinforced Concrete Infill Shear Walls ŠIMEK Ondřej1,a*and ZICH Miloš1,b 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic asimek.o@fce.vutbr.cz, bzich.m@fce.vutbr.cz Keywords: Infill Shear Wall, Reinforcement, Detailing Of Reinforcement, Precast Element, Opening Abstract.
Proceedings of the Institution of Civil Engineers [online]. 1969, 44(1), 31-48 [cit. 2021-5-5].
Proceedings of the Institution of Civil Engineers [online]. 1971, 49(2) [cit. 2021-5-12].

Hadad2, b, Ibtissam Kourdou3, c, Luciano Ombres1, d and Antonio Nanni2, e 1Dept. of Civil Engineering, University of Calabria, Bucci Bridge Building 39B, Arcavacata di Rende, 87036, Cosenza, Italy 2Dept. of Civil, Arch. & Environ.
Engineering, University of Miami, 1251 Memorial Drive, Coral Gables 33146-0630, Florida, U.S. 3Dept. of Civil Engineering, Mohammadia Eng.

Applications of nanotechnology in constructional material science and civil engineering are numerous, ranging from admixture of carbon nanotubes into concrete composites to molecular design of advanced hyperplasicizers [1, 2].
Modeling in material science For decades, numerical experiments are used for design and analysis of structures in civil engineering.
[2] Sivakumar Naganathan, Charan Singh Jasbir Singh, Yim Wil Shen, Peng Eng Kiat, Sivadass Thiruchelvam, Nanotechnology in Civil Engineering - A Review, Adv.

Study of Viscoelasto-Plastic Model with Double Yield Surface considering Coupled Deformation and Seepage Bifei Wang 1,a , Yongquan Li 2, b 1Changjiang institute of survey, planning, design and research, Wuhan ,430010, China 2College of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou, 450001, China a512225910@qq.com, bliyongquan7197213@126.com Key words: viscoelasto-plastic; matric suction; Coupled Deformation and Seepage; finite element; Abstract.
The method adopted and those results gained by numerical method may provide reference to engineering practice.
Rheologicy is one obvious and important mechanical property of soft soil, so it must be taken into account when it comes to engineering in soft soil.
Those show that it is feasible for calculating the stress field and displacement field.The method adopted and those results gained by numerical method may provide reference to engineering practice.
Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(10): 907-916 [3] Zhiwan Yu, Weibing Zhao，Ji Gu．3-D FEM Analysis of Soft Viscoelastic/Viscoplastic Foundation with Drainage Preloading [J].