Search results

Improvement of Acoustic Properties and Dynamic Characteristics of Temporary Bridge Structures Skotnicova Iveta1, a, Zdrazilova Nada1, b,*, Fojtik Roman2, c and Oravec Pavel3, d 1VSB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Indoor Environmental Engineering and Building Services, Ludvika Podeste 1875/17, 708 33 Ostrava-Poruba, Czech Republic 2VSB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Structures, Ludvika Podeste 1875/17, 708 33 Ostrava-Poruba, Czech Republic 3Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic aiveta.skotnicova@vsb.cz, bnada.zdrazilova@vsb.cz, croman.fojtik@vsb.cz, doravec.p@fce.vutbr.cz Keywords: Temporary steel bridge, Dynamic analysis, Acoustic properties, Anti-vibration mats Abstract.
These are intended primarily for civil road and rail transport.
Just these phenomena are the subject of research of the Faculty of Civil Engineering, VSB-TUO.

Preface The International Conference on Civil Engineering, Architecture and Building Materials provides a forum for accessing to the most up-to-date and authoritative knowledge from both industrial and academic worlds, sharing best practice in this exciting field of Civil Engineering, Architecture and Building Materials.
This book covers the subject areas of Structural Engineering, Monitoring and Control of Structures, Structural Rehabilitation, Retrofitting and Strengthening, Reliability and Durability of Structures, etc.
The Organizing Committee of CEABM 2014 The 4th International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2014) Organized by: College of Civil Engineering and Architecture, Hainan University Hainan Society of Theoretical and Applied Mechanics Conference Organization Chairman Prof.
Shilang Xu, Zhejiang University, China Senior Engineer.

China 2 School of Civil Engineering, Tongji University, Shanghai 200092, P.
Zhengzhou: School of Civil Engineering, Zhengzhou University, 2004.
Nanjing: School of Civil Engineering, Southeast University, 2008.
Beijing: School of Civil Engineering, Beijing Industrial University, 2008.
Shanhai: School of Civil Engineering, Tongji University, 2009.

Development and Application of Reliability Assessment Software for Historic Masonry Structures GU Xianglin 1,a , SUN Dongjie1,b , SUN Kai2,c and HU Guanghong1,d 1 Department of Building Engineering, Tongji University, Shanghai, China 2 Tongrui Civil Engineering Technology Company, Shanghai, China a gxl@tongji.edu.cn, bsundongjie@hotmail.com, creasescenter@gmail.com, d gavinxhu@gmail.com Abstract Most of the existing historic buildings are masonry buildings in China.
However, there is still no available engineering software designed for the reliability assessment of existing historic masonry structures.
Keywords: Masonry structure, reliability, software, historic masonry building Introduction Masonry structures are widely used in civil engineering all over the world.
When the user chooses the "Standard for appraiser of reliability of civil buildings (GB 50292-1999)", the software will calculate the grade for the structural system according to the reliability grades of all elements and the ratios of the elements with the same grade.
Structural Engineers. 23, 12-17.

Measurement of set fibre-concrete homogeneity in finished steel fibre-concrete structure of segmental tunnel lining Leonard Hobst1, a *, Jan Vodička2,b, Petr Bílek3,c and Jiří Vala4,d 1 BUT in Brno, Faculty of Civil Engineering, Institute of Building Testing, Veveří 95, Brno, Czech Republic, www.fce.vutbr.cz, phone: +420 541 147 836 2 CTU in Prague, Faculty of Civil Engineering, Department of Concrete and Masonry Structures 3 BUT in Brno, Institute of Forensic Engineering, Údolní 53, Brno, CR, www.usi.vutbr.cz 4 BUT in Brno, Faculty of Civil Engineering, MAT, Veveří 95, Brno, Czech Republic ahobst.l@fce.vutbr.cz, bjan.vodicka@fsv.cvut.cz, cpetr.bilek@usi.vutbr.cz, dvala.j@fce.vutbr.cz Keywords: Non-destructive testing, steel fibre-concrete structures, homogeneity of wire distribution, magnetic method, calibration Abstract.
Introduction Steel fibre-concrete structures belong to the most advanced structure types which have found more and more applications in new engineering structures.
Principle of magnetic control of wire concentrations in fibre concrete The research workers at the Institute of Building Testing, Faculty of Civil Engineering, BUT Brno, have been developing the methods for wire control in steel fibre-concrete structures for many years.

The Creep of the Cement Mortar with Relation of Cement and Sand in Same Relation PADEVET Pavel1, a *and BITTNAR Petr1,b 1 Czech Technical University, Faculty of Civil Engineering, Department of Mechanics, Thakurova 7, Prague 6, Czech Republic apavel.padevet@fsv.cvut.cz, bpetr.bittnar@fsv.cvut.cz Keywords: cement mortar, creep, shrinkage, water saturated specimen Abstract.
Acknowledgements The financial support of this experiment by the Faculty of Civil Engineering, Czech Technical University in Prague SGS project No. 14/122/OHK1/2T/11 is gratefully acknowledged.
Padevet, Mechanical Properties of Cement Pastes, in: Proceedings of the International Conference 70 years of FCE STU, Slovak University of Technology, Faculty of Civil Engineering, Bratislava, 2008, pp. 1-4.
Kala, Sensitivity analysis of tangential digging forces of the bucket wheel excavator SchRs 1320 for different terraces, in: Journal of Civil Engineering and Management, (2012) Volume 18, pp. 609 - 620, publisher Taylor & Francis (London), ISSN 1392-3730

Candidate, Department of Civil Engineering, University of New Mexico, MSC01 1070, 1 University of New Mexico, Albuquerque, NM 87131, USA. 2Ph.D.
Student, Department of Civil Engineering, University of New Mexico, MSC01 1070, 1 University of New Mexico, Albuquerque, NM 87131, USA. 3Professor, Department of Civil Engineering, University of New Mexico, MSC01 1070, 1 University of New Mexico, Albuquerque, NM 87131, USA.
ASTM Journal of Advances in Civil Engineering Materials, 3(1) (2014) 291–307

Deflection and Crack-Width Prediction of Partially Boned CFRP Concrete Beams Yu Deng1,2, a and Jiongfeng Liang 3, b 1School of Civil Engineering , Xi’an University of Architecture and Technology , Xi’an 710055 , Shanxi ,China 2 Department of Civil Engineering and Architecture, Guangxi University of Technology,Liuzhou 545006 , Guangxi ,China 3College of Civil and Environmental Engineering ,East China Institue of Technology,Fuzhou, China ady261@163.com, bjiongfeng108@126.com Keywords: Deflection; Crack-Width Prediction; Partially Boned CFRP Concrete Beams Abstract.Concrete beams reinforced with fiber reinforced polymer(FRP)bars exhibit large deflections and crack widths as compared to concrete beams reinforced with steel due to the low modulus of elasticity of FRP.
This study is intended to provide engineers and researchers a better understanding of partially boned CFRP concrete beams.It is also intended to verify the GB50010－2002 China equations to predict deflections and crack widths.
Can J Civil Eng 2000;27(October):890–8

Hygrothermal Assessment of Timber Elements in Truss with Above-rafter Thermal Insulation Pavel Soudek1,a*, Lubor Kalousek1,b and Antonín Žák2,c 1Brno University of Technology, Faculty of Civil Engineering, Institute of Building Structures, Veveří 331/95, 602 00 Brno, Czech Republic 2Dektrade a.s., Tiskařská 10/257, 108 00 Praha 10, Czech Republic asoudek.p@fce.vutbr.cz, bkalousek.l@fce.vutbr.cz, cantonin.zak@dek-cz.com Keywords: Equilibrium Moisture Content, Truss with Above-rafter Thermal Insulation, Roof Overhang, Hailwood-Horrobin Equation, Cube3D, Wood Moisture Measuring, Resistance Method.
FAST-J-14-2504 of Faculty of Civil Engineering at Brno University of Technology and thanks to company Dektrade a.s.
(in Czech),In Building physics in building construction: theory and practice “Stavební fyzika v pozemním stavitelství: teorie a praxe” (in Czech), Brno University of Technology, Faculty of Civil Engineering, 2014
Brno University of Technology, Faculty of Civil Engineering, Institute of Building Structures, Brno, 2013.

Pervious Concrete with LLDPE Powder as Fine Aggregate Prashanth J.1,a*,Harish Narayana2,b,Ramji Prasad3,c 1Assistant Professor, Dept. of Civil Engineering, NIT Silchar, Assam, India 2Associate Professor, Dept. of Civil Engineering, Ramiah Institute of Technology, Bengaluru, India 3Master student, Dept. of Civil Engineering, NIT Silchar, Assam, India aprashnitk.hsn@gmail.com, bharishnnitk@gmail.com, crmjprsd5@gmail.com, Keywords: Pervious concrete, LLDPE powder, compressive strength, permeability.
(Department of Civil Engineering, Oregon State Univ., 1994)
Anup: Sustainable Materials and Management Systems in Civil Engineering, edited by Jagannadha Rao and Krishna Rao, Vrinda Publishing House, Hyderabad, India (2016)
Duggal: ISRN Civil Engineering (2012)