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Online since: January 2016
Authors: Miroslav Čekon, Rastislav Ingeli, Jozef Podhorec
Thermal bridges impact on energy need for heating in low energy wooden house
Rastislav Ingeli1,a, Jozef Podhorec1,b, Miroslav Čekon2,c
1Department of Building Structures, Slovak University of Technology, Faculty of Civil Engineering, Radlinského 11, 813 68, Bratislava, Slovak Republic
2Institute of Building Structures, Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00, Brno, Czech Republic
arastislav.ingeli@stuba.sk, bj.podhorec@gmail.com, ccekon.m@fce.vutbr.cz,
Keywords: Thermal bridges, thermal losses, linear thermal transmitance, typical details
Abstract.
Online since: January 2016
Authors: Jindřich Stodůlka, Markéta Bogárová
Gluing as a type of stabilization flat roofs
Markéta Bogárová1, a *, Jindřich Stodůlka2, b
1Brno University of Technology, Faculty of Civil Engineering, Institute of Building Structures, Veveří 331/95, 602 00 Brno, Czech Republic
2 Brno University of Technology, Faculty of Civil Engineering, Institute of Building Structures, Veveří 331/95, 602 00 Brno, Czech Republic
abogarova.m@fce.vutbr.cz, bstodulka.j@fce.vutbr.cz
Keywords: Flat roof, adhesive, polyurethane foam, test sample, thermal insulation.
Online since: January 2016
Authors: Pavla Rovnaníková, Zbyšek Pavlík, Milena Pavlíková, Martina Záleská, Jaroslav Pokorný
Properties of Cement Paste with Incorporated Sodium Silicate
POKORNÝ Jaroslav1, a *, ZÁLESKÁ Martina1, b, PAVLÍKOVÁ Milena1, c, ROVNANÍKOVÁ Pavla2, d and PAVLÍK Zbyšek1,e
1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague 6, Czech Republic
2Brno University of Technology, Faculty of Civil Engineering, Žižkova 17, 602 00 Brno, Czech Republic
ajaroslav.pokorny@fsv.cvut.cz, bmartina.zaleska@fsv.cvut.cz, cmilena.pavlikova@fsv.cvut.cz, drovnanikova.p@fce.vutbr.cz, epavlikz@fsv.cvut.cz
Keywords: Cement paste, water glass, pozzolanic activity, workability, basic physical properties, mechanical properties.
Online since: August 2019
Authors: Ivo Kusák, Pavel Rovnaník, Pavel Schmid, Cecílie Mizerová
Self-Sensing Properties of Alkali-Activated Slag Composite with Carbon Black during Bending Test
ROVNANÍK Pavela,*, MIZEROVÁ Cecílieb, KUSÁK Ivoc and SCHMID Paveld
Faculty of Civil Engineering, Brno University of Technology, Veveří 95, Brno, Czech Republic
arovnanik.p@vutbr.cz, bmizerova.c@fce.vutbr.cz, ckusak.i@fce.vutbr.cz, dschmid.p@fce.vutbr.cz
Keywords: Slag; Alkali Activation; Carbon Black; Sensing Properties.
Introduction Current trend for the structural materials in civil engineering industry is not only to provide structural function but also to serve other functionalities.
Introduction Current trend for the structural materials in civil engineering industry is not only to provide structural function but also to serve other functionalities.
Online since: July 2024
Authors: Jia Yu Chen, Xiao Wei Luo, Qi Li
Evaluation of the Inter-Building Effect on Energy Saving Potential of Radiative Cooling Materials
Qi Li1,a, Jiayu Chen2,b and Xiaowei Luo1,c
1Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon, Hong Kong SAR
2School of Civil Engineering, Tsinghua University, Beijing, China
aqili84-c@my.cityu.edu.hk, bjiayuchen@tsinghua.edu.cn, cxiaowluo@cityu.edu.hk
Keywords: radiative cooling, building shading, building energy simulation, building envelop
Abstract.
Online since: September 2007
Authors: R.P.C. Sampaio, N.M.M. Maia, A.M.R. Ribeiro, M. Fontul, D. Montalvão
Introduction
The detection of damage in structures, sometimes within the more general area of structural health
monitoring, is nowadays a subject of prime importance in what mechanical, civil and aerospace
engineering are concerned.
iii) For each control period (let us say one day for a typical civil engineering structure or one hour for most mechanical equipment), take the minimum DRQ obtained, as such a minimum reveals the most sensitive result.
iii) For each control period (let us say one day for a typical civil engineering structure or one hour for most mechanical equipment), take the minimum DRQ obtained, as such a minimum reveals the most sensitive result.
Online since: July 2011
Authors: Jing Zhou, Ying Li, Ting Ting Guo
Research on the Construction of Public Facilities in Beijing Rural Region
Ying Li 1, a , Tingting Guo2, Jing Zhou3,c
1Key Laboratory of Urban Stormwater System and Water Environment
(Beijing University of Civil Engineering and Architecture), Ministry of Education, Beijing, China
a liy@bucea.edu.cn , c 247420322@qq.com
Keyword: Rural regions; public facilities; problems suggestions
Abstract: Begin with the current situation of the construction of rural public facilities, the paper analyzed and researched the current situation of convenient entertainments, education, the post offices, the banks, bathhouse and lighting facilities of rural roads, and at last presented several advices or suggestions to solve the above issues for the construction of rural public facilities in Beijing.
Acknowledgements The Specific research of Beijing Institute of Civil Engineering and Architecture “Construction of new rural environment in Beijing and the sustainable use of resources”(100705403); Beijing Academic Innovation Group in Urban Stormwater System and Water Environmental Eco-Technologies (PHR201106124) Reference [1] Reality and pursuit of infrastructure and public service facilities in hundred suburbs[J].
Acknowledgements The Specific research of Beijing Institute of Civil Engineering and Architecture “Construction of new rural environment in Beijing and the sustainable use of resources”(100705403); Beijing Academic Innovation Group in Urban Stormwater System and Water Environmental Eco-Technologies (PHR201106124) Reference [1] Reality and pursuit of infrastructure and public service facilities in hundred suburbs[J].
Online since: May 2012
Authors: Lian Yu Wei, Zhi Yu Guo
Durability of Cement stabilized cold-recycled of asphalt pavement materials
LianYu Wei1, a, ZhiYu Guo2,b
1Hebei University of Technology Civil Engineering, China
2 Hebei University of Technology Civil Engineering, China
awly57@126.com, bguozhiyubaihui@126.com
Keywords: Cold-recycled,Water stability,Frozen stability,Dry shrinkage,Temperature shrinkage
Abstract: In recent years, due to the dual pressures of resources and the environment,the clod recycled technology renovation and expansion of the old road and new road construction process increasingly attention increasingly wide range of applications.
Online since: September 2014
Authors: Yong Wang, Xiao Xi Xia
Engineering Structures, 2010, Vol.32 (5), pp.1292-1303
[2] Mehdi Ghassemieh, Mohammad Reza Bahaari.
Open Journal of Civil Engineering, 2012, Vol.02 (03), pp.87-95
Journal of Earthquake Engineering, 2009, Vol.13 (7)
Architectural Engineering and Design Management, 2006, Vol.1 (4)
Engineering Structures, 2012, Vol.44 , pp.186-209
Open Journal of Civil Engineering, 2012, Vol.02 (03), pp.87-95
Journal of Earthquake Engineering, 2009, Vol.13 (7)
Architectural Engineering and Design Management, 2006, Vol.1 (4)
Engineering Structures, 2012, Vol.44 , pp.186-209
Online since: August 2013
Authors: Hui Wen, Feng Ling Li
Direct calculation formulae for critical depth of II type horseshoe tunnel with flat–bottom
Fengling Li a , Hui Wen b
Department of architecture and civil engineering , Huizhou University, Huizhou, Guangdong, 516007, China
ammlflmm@163.com, bwenhui-hzu@163.com
Key words: II type horseshoe cross-section with flat–bottom; critical depth; direct calculation formula
Abstract: II type horseshoe with flat–bottom evolved from standard II type horseshoe cross-section.
It is commonly applied in the field of hydroelectric engineering.
The formula is simply and the maximum error is less than 0.515% under the general engineering design range (ratio of critical depth and arch radius is located between the 0 - 1.60).
Within the suitable range of the engineering, the absolute maximum relative error of the new formula is 0.515%.
It can satisfy the demand of practical engineering.
It is commonly applied in the field of hydroelectric engineering.
The formula is simply and the maximum error is less than 0.515% under the general engineering design range (ratio of critical depth and arch radius is located between the 0 - 1.60).
Within the suitable range of the engineering, the absolute maximum relative error of the new formula is 0.515%.
It can satisfy the demand of practical engineering.