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Online since: September 2014
Authors: Nikolay Vatin, Igor M. Garanzha
Introduction
Composite steel and concrete structures (concrete-filled tubes in particular), as species of composite elements, taking its origins since the 40-ies of the last century, already acquired enough popularity in a building practice worldwide and widely used as carrying structures for various industry objects, namely (fig. 1) [1-3, 9-11]:
– residential and civil buildings (including high-rise);
– tower structures (supports of overhear transmission power lines (OHPL), antenna supports of mobile communication, lighting masts, TV and radio towers, etc.);
– supports of bridges and overpasses;
– structural elements of a cover (beams, arches, trusses);
– foundations of tower structures.
A unified formulation for circle and polygon concrete-filled steel tube columns under axial compression. – Engineering Structures. – 49 (2013). – pp. 1-10
Park // Engineering Structures. – 11 (1989). – pp. 1804-1825.
A unified formulation for circle and polygon concrete-filled steel tube columns under axial compression. – Engineering Structures. – 49 (2013). – pp. 1-10
Park // Engineering Structures. – 11 (1989). – pp. 1804-1825.
Online since: June 2014
Authors: Cornelia Florentina Dobrescu, Florin Tamas Tamas, Elena Andreea Calarasu, Marius Stoica, Traian Moldoveanu
., Bucharest, Romania
5 Transilvania University of Brasov, Faculty of Civil Engineering, 5 Turnului, Brasov, Romania
acornelia.dobrescu@incd.ro
Keywords: landslide, in situ survey, laboratory tests, sliding surface
Abstract.
The complexity and the major importance of landslide hazard for the geotechnical engineering research requires a careful site characterization, „in situ” and laboratory investigations due to the different responses of the terrain according to the geological, physical, hydro-geological and soil mechanical characteristics, morphological and anthropogenic conditions, which control the surface and subsurface water flow and hence, the instability of the slope [3].
The complexity and the major importance of landslide hazard for the geotechnical engineering research requires a careful site characterization, „in situ” and laboratory investigations due to the different responses of the terrain according to the geological, physical, hydro-geological and soil mechanical characteristics, morphological and anthropogenic conditions, which control the surface and subsurface water flow and hence, the instability of the slope [3].
Online since: May 2015
Authors: Dae Sung Kim, Hyun Jin Lee, Seung Ho Lee, Byung Ki Choi, Kwang Choong Kang
Solar Reflective Pigment of TiO2 Nanoparticle Coated on Mica And
Thermal Property of Its Isolation-Heat Paint
Hyun Jin Lee1, Dae sung Kim1,a, Seung-Ho Lee1, Byung-Ki Choi2
and Kwang-Choong Kang2
1Eco-composite Materials Team, Korea Institute of Ceramic Engineering & Technology (KICET), Seoul 153-801, South Korea
2 CQV Co, Chungcheong Buk-Do, 365-802, South Korea
adskim@kicet.re.kr
Keywords: TiO2 nanosol, Solar reflective pigment, TiO2 coated Mica (TiO2/Mica), Thermal property, Sol-gel, Isolation-heat paint
Abstract.
Northwestern Depart Civil Eng. (1999) [6].
Liu : Recent Patents on Chemical Engineering, Vol. 1 (2008), p. 27-40 [9].
Northwestern Depart Civil Eng. (1999) [6].
Liu : Recent Patents on Chemical Engineering, Vol. 1 (2008), p. 27-40 [9].
Online since: February 2013
Authors: Vipinchandra A. Rana, Hemantkumar A. Chaube
Introduction
The confirmation of the primary alcohol structure with varying environmental conditions is one of the most interesting and challenging subjects in a variety of scientific fields, i.e. chemistry, physics, biology, electronics engineering, and civil engineering.
Online since: October 2021
Authors: Ignacio Villalon Fornes, Viktoras Doroševas, Dalia Nizevičienė, Danutė Vaičiukynienė
The Influence of Phosphogypsum Microstructure on the Main Properties of Press-Formed Samples
Ignacio Villalón Fornés1,a *, Danutė Vaičiukynienė1,b, Viktoras Doroševas1,c and Dalia Nizevičienė2,d
1Building Materials and Structures Research Centre, Faculty of Civil Engineering and Architecture, Kaunas University of Technology, Studentu st. 48, LT-51367 Kaunas, Lithuania
2Department of Electrical Power Systems, Faculty of Electrical and Electronics Engineering, Kaunas University of Technology, Studentu st. 48, LT-51367 Kaunas, Lithuania
ai.villalon@ktu.edu, bdanute.vaiciukyniene@ktu.lt, cviktoras.dorosevas@ktu.lt, ddalia.nizeviciene@ktu.lt
Keywords: phosphogypsum, microstructure, press-forming, compressive strength.
Online since: December 2019
Authors: Zbigniew Respondek
Heat Losses Through Insulated Glazing Placed Horizontally or Diagonally
Zbigniew Respondek
Czestochowa University of Technology, Faculty of Civil Engineering,
st.
Respondek, Influence of insulated glass units thickness and weight reduction on their functional properties, Open Engineering. 8 (2018) 455–462
Respondek, Influence of insulated glass units thickness and weight reduction on their functional properties, Open Engineering. 8 (2018) 455–462
Online since: September 2013
Authors: Li Ting Gao, Zhen Yan Wang
Access Control Based on Trust Policy in Open Grid Environment
Liting Gao, Zhenyan Wang
Computer Science and Technology Department, Hebei Institute of Architecture Civil Engineering
Zhang Jia Kou, China
gaoliting@163.com
Keywords: -trust policy; trust constraint; blacklist; white list; grid computing
Abstract.
Computer Engineering, 2010, 7: 7-10 [7] Yang Xiaoming, Luo Hengfeng, Fan Chengyu.
Computer Engineering, 2010, 7: 7-10 [7] Yang Xiaoming, Luo Hengfeng, Fan Chengyu.
Online since: July 2017
Authors: Alberto Taliercio, Matteo Bruggi
Topology Optimization of the Fiber-Reinforcement of No-Tension Masonry Walls
Matteo Bruggi1,a and Alberto Taliercio1,b *
1Dept. of Civil and Environmental Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milan (Italy)
amatteo.bruggi@polimi.it, balberto.taliercio@polimi.it
*corresponding author
Keywords: masonry walls, FRP, structural strengthening, no-tension material, optimization
Abstract.
Skilled engineers can easily convert the theoretical layouts into reinforcing schemes of practical achievability.
Skilled engineers can easily convert the theoretical layouts into reinforcing schemes of practical achievability.
Online since: February 2022
Authors: Abdullah Sulaiman Almuzaini, Omar M. Alawad
Alawad2,b
Department of Civil Engineering, College of Engineering, Qassim University, Buraydah,
Saudi Arabia
E-mail: aasalmuzaini@hotmail.com, bomar.awwad@qec.edu.sa
Keywords: Coarse aggregate, high strength concrete, impact value, compressive strength, micro silica, Limestone, Basalt.
Online since: November 2015
Authors: Ai Xiang Wu, Ming Qing Huang, Yi Ming Wang, Sheng Hua Yin
Enhanced column bioleaching of copper sulfides by forced aeration
Mingqing Huanga, Yiming Wangb*, Shenghua Yinc, Aixiang Wud
School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing 100083, P.
Sandström, Acidic sulphate leaching of chalcopyrite concentrates in presence of pyrite, Minerals Engineering. 24 (2011) 381-386.
Sandström, Acidic sulphate leaching of chalcopyrite concentrates in presence of pyrite, Minerals Engineering. 24 (2011) 381-386.