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Online since: June 2015
Authors: Ivana Veghova, Jozef Sumec
Integral Representation of Constitutive Equations
in Linear Theory of Viscoelasticity
VEGHOVA Ivana1, a and SUMEC Jozef1, b
1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-813 68 Bratislava, Slovakia
aivana.veghova@stuba.sk, bjozef.sumec@stuba.sk
Keywords: viscoelasticity modeling, creep, relaxation, deformations and stresses, phenomenological theory, Laplace transformation, Stieltjes integral, convolution
Abstract.
Online since: August 2015
Authors: Eva Burgetová, Kristýna Michalová
A Survey of Historic Galleries in the Area of the Prague Castle
BURGETOVÁ Eva1,a* MICHALOVÁ Kristýna2,b
1Department of Building Structures, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 27 Prague 6, Czech Republic
aburget@fsv.cvut.cz, bkristyna.michalova@seznam.cz
Keywords: survey, moisture, drainage, ventilation, rehabilitation
Abstract
The paper deals with the historical and structural survey of house “At the Three Axis” and drainage and ventilation systems discovered in the Prague Castle area.
Online since: January 2012
Authors: Xi Ping Liu
Influences of Horizontal Strengthened Storey
on Foundation Settlement in High-rise Frame Tube Structure
Xi Ping Liu 1, a
1 School of Civil Engineering and Architecture, Shaanxi University of Technology, Shaanxi Hanzhong 723000, China
a Liuxiping1977@163.com
Keywords: framed tube structure; horizontal strengthened storey; foundation settlement
Abstract.
Online since: January 2012
Authors: Qing Juan Meng
The determination of foundation force modulus coefficient
in the pile and soil interaction
Qingjuan meng
Civil Engineering Department, Tangshan College, Tangshan 063000, China
Mqjmqj2728@126.com
Keywords: Winkler foundation beam model; foundation force modulus coefficient; back analysis method; pile load displacement curve
Abstract.
Online since: August 2013
Authors: Xiao Sen Fan, Yan Li Chen, Xiao Ling Niu, Xian Cong Wang, Chao Feng Liang
Numerical analysis on hollow EPSRC block and its thermal insulation wall
Fan Xiaosen1,a, Chen Yanli1,b, Niu Xiaoling1,c, Wang Xiancong1,d, Liang Chaofeng1,e,*
1Department of Civil Engineering, Shaoxing University, Xiaoxing, Zhejiang, 312000, China
a583166538@qq.com,b277590324@qq.com, c1104383417@qq.com,d784589248@qq.com, eliangchaofeng@usx.edu.cn
Keywords: Expanded polystyrene recycled concrete, Thermal insulation wall, Average thermal resistance, Average heat transfer coefficient, numerical analysis.
Online since: July 2013
Authors: Li Song Hu
Rheological Behavior During Melt Ring-Opening Polymerization of Macrocyclic Aryl Ester Dimer
HU Li-song
School of Environment and Civil Engineering, Wuhan Institute of Technology, Wuhan 430073, China
email: lshu123a@sina.cn
Keywords: Macrocyclic aryl ester dimer, Rheological behavior, Ring-opening polymerization.
Online since: August 2013
Authors: Fei Wang, Jun Yao, Hui Lun Chen
Soil microbial and enzyme properties as affected by long-term exposure to phthalate esters
Huilun Chen1, a, Jun Yao1,b and Fei Wang1,c
1 School of Civil & Environmental Engineering, and National International Cooperation Base on Environment and Energy, University of Science & Technology Beijing, 100083 Beijing, China
achenhuilun919@yahoo.com.cn, byaojun@ustb.edu.cn, cwangfei@ustb.edu.cn
Keywords: Microcalorimetry; Phthalate esters; Urease activity; Toxicity
Abstract.
Online since: August 2013
Authors: Qiang Sheng, Yu Ming Xing
Numerical Analysis on Solid-Liquid Phase Change Heat Transfer Process Between PCM and FCPCM
Qiang Sheng1,2,a, Yuming Xing1,b
1School of Aeronautic Science and Technology, Beijing University of Aeronautics and Astronautics, Beijing, China 100191
2School of Civil Engineering, Heilongjiang University, Harbin, China 150086
ashengqiang_buaa@126.com, bxym505@126.com
Keywords: Phase change material (PCM), Metal foam, Numerical model, Thermal performance.
Online since: August 2013
Authors: Xin Sheng Yin, Lei Ji
Strut- and- tie model method for partial compression about prestressed tendon constraint concrete
Lei Ji 1,a, Xinsheng Yin1,b
1Research Center of Environmental Architecture Technology for the Cold Area, Jilin University of Civil Engineering and Architecture, Changchun 130021,Chinaa
amollyikimi@sina.com ,byinxinsheng06@eyou.com
Key words: prestressed tendon;partial compression component;strut-and-tie theory
Abstract: Prestressed tendon constraint partial compression concrete is a new approach to solve the phenomenon of insufficient bearing capacity in partial compression concrete members .The keystone of Strut-and-tie theory is presented.The development of strut-and-tie model is in-depth analyzed based on the description of the stress distribution in the members , the author considers that this theory can yet be regard as an ideal calculation method in partial compression members which is constrained by prestressed tendon or steel mesh.
Online since: February 2013
Authors: Nozomi Kudo, Hideo Nakamura
Ohno, “A study on maximum speed of Ultra Compact Vehicles with the use of Traffic Flow Simulation combined with the Calculation of Vehicle Fuel Consumption”, Proceedings of Infrastructure Planning Vol. 46, Japan Society of Civil Engineers, November 2012