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Online since: February 2014
Authors: Li Hong He, Li Fang Zhang, Nian Wang, Li Li
Discussion about Excellence Engineers Education and Training Program of Materials Science and Engineering
L.
In the materials science and engineering classroom, the boundaries are blurred between science and engineering.
materials Physical properties of materials 6 Computer application technology Computational materials science Engineering application software Characteristic knowledge areas 7 Civil engineering materials Engineering material, Cement and concrete, Asphalt and asphalt mixture, Chemical building materials Environmental materials, Functional materials, Building energy-saving materials, Corrosion and protection of materials, Special ceramics, Soil reinforcement principle The major of material science and engineering is a wide major.
The characteristic professional knowledge is aimed at the major of material science and engineering of our college, in which the major field is the civil engineering materials and the central professional knowledge is composed by the compulsory and elective knowledge units Conclusion Based on "3+1 Program" of talents training mode for the "Excellence Engineers Education and Training Program", the following conclusions can be made: (1) The framework of talents training mode for cooperative education was devised, in which science and engineering, theory and practice, academia and industry are comined to prepare students who not only create, design, and build, but understand the nature and behavior of the materials used in the building
LIU: Excellence in Engineering Education:Views of Undergraduate Engineering Students, Journal of Engineering Education,p253-262,2007 [3] Jiang, H.: Making Teaching Reformation for Cultivating Innovative Talents.
In the materials science and engineering classroom, the boundaries are blurred between science and engineering.
materials Physical properties of materials 6 Computer application technology Computational materials science Engineering application software Characteristic knowledge areas 7 Civil engineering materials Engineering material, Cement and concrete, Asphalt and asphalt mixture, Chemical building materials Environmental materials, Functional materials, Building energy-saving materials, Corrosion and protection of materials, Special ceramics, Soil reinforcement principle The major of material science and engineering is a wide major.
The characteristic professional knowledge is aimed at the major of material science and engineering of our college, in which the major field is the civil engineering materials and the central professional knowledge is composed by the compulsory and elective knowledge units Conclusion Based on "3+1 Program" of talents training mode for the "Excellence Engineers Education and Training Program", the following conclusions can be made: (1) The framework of talents training mode for cooperative education was devised, in which science and engineering, theory and practice, academia and industry are comined to prepare students who not only create, design, and build, but understand the nature and behavior of the materials used in the building
LIU: Excellence in Engineering Education:Views of Undergraduate Engineering Students, Journal of Engineering Education,p253-262,2007 [3] Jiang, H.: Making Teaching Reformation for Cultivating Innovative Talents.
Online since: October 2013
Authors: Omar Lengerke, Fredy Giovany Osorio Gutiérrez, Hernán González Acuña
afosorio2@unab.edu.co, bhgonzalez3@unab.edu.co, colengerke@unab.edu.co
Keywords:Mass Damper, Analysis, Dynamics, Mechatronics Engineering, Civil Engineering, Robotics, Buildings, Parallel Robot,
Abstract.This article presents a CAD design and analysis of the dynamics of a mass damper, used to reduce amplitude of vibrations in a high building.
Introduction Engineering focuseson solving problems which arise from the continuous advance of knowledge in many fields.
Architecture and civil engineering, particularly, concentrate on a better use of valuable ground in urban zones, posing challenges to the limits of existing technologies in the development of ever higher structures.
This project pretends to analyze the movement of these edifices and through physical and mathematical fundaments and software tools, to lay the foundations to convert these devices intoactive security systems, using parallel robotsin simulation of structures to develop and prove a mechatronics engineering concept applied in the field of civil engineering and architecture.
[4] Chaiviriyawong and Prachaseree, "Applications Of Passive Mass Dampers For Civil Engineering Structural Control," Princes of Songkla University, Bangkok, Tailandia, 2009
Introduction Engineering focuseson solving problems which arise from the continuous advance of knowledge in many fields.
Architecture and civil engineering, particularly, concentrate on a better use of valuable ground in urban zones, posing challenges to the limits of existing technologies in the development of ever higher structures.
This project pretends to analyze the movement of these edifices and through physical and mathematical fundaments and software tools, to lay the foundations to convert these devices intoactive security systems, using parallel robotsin simulation of structures to develop and prove a mechatronics engineering concept applied in the field of civil engineering and architecture.
[4] Chaiviriyawong and Prachaseree, "Applications Of Passive Mass Dampers For Civil Engineering Structural Control," Princes of Songkla University, Bangkok, Tailandia, 2009
Online since: January 2015
Authors: Nikolay Vatin, Olga Gamayunova
Petersburg State Polytechnical University, Civil Engineering Institute.
Thus, the Civil Engineering Institute offers the following programs in the field of energy efficiency and energy saving: 1.
Gamayunova: Activities of Civil Engineering Institute to attract foreign students for training in civil engineering programs (2014) Applied Mechanics and Materials, Vols. 635-637, pp 2076-2080 [4] D.G.
[37] V.M Yakubson: Energy audit of buildings and industrial plants (2011) Magazine of Civil Engineering. 5, pp. 2 (rus) [38] V.M Yakubson: Energy efficiency of buildings and structures: practical steps (2013) Magazine of Civil Engineering, 6 (41), pp. 5-6 (rus) [39] V.Yakubson: Politics of St.
Petersburg in energy saving and energy efficiency (2010) Magazine of Civil Engineering, 1, pp. 5-6 (rus) [40] T.O.
Thus, the Civil Engineering Institute offers the following programs in the field of energy efficiency and energy saving: 1.
Gamayunova: Activities of Civil Engineering Institute to attract foreign students for training in civil engineering programs (2014) Applied Mechanics and Materials, Vols. 635-637, pp 2076-2080 [4] D.G.
[37] V.M Yakubson: Energy audit of buildings and industrial plants (2011) Magazine of Civil Engineering. 5, pp. 2 (rus) [38] V.M Yakubson: Energy efficiency of buildings and structures: practical steps (2013) Magazine of Civil Engineering, 6 (41), pp. 5-6 (rus) [39] V.Yakubson: Politics of St.
Petersburg in energy saving and energy efficiency (2010) Magazine of Civil Engineering, 1, pp. 5-6 (rus) [40] T.O.
Online since: February 2014
Authors: Pavel Vlček, Darja Kubečková, Karel Kubečka, Hana Vaculikova, Veronika Sojkova
Risk analysis of asbestos structures and their impact on the internal environment of buildings
Pavel Vlcek1, a *, Karel Kubecka2,b, Hana Vaculikova1,c Darja Kubeckova1,d Veronika Sojkova3,d
1VSB-TU Ostrava, Faculty of Civil Engineering, Department of Building Construction, L.Podeste 1875,Ostrava-Poruba, 70833, Czech Republic
2 VŠB – TUO, Faculty of Civil Engineering, Department of Building Structures, L.
Podeste 1875, 708 33 Ostrava Poruba, Czech Republic 3STU in Bratislava, Faculty of Civil Engineering, Department of Forensic Institute, Radlinskeho11 Bratislava, Slovak Republic apavel.vlcek1@vsb.cz, bkarel.kubecka@vsb.cz, chana.vaculikova@vsb.cz, ddarja.kubeckova@vsb.cz, dveronika.sojkova@stuba.sk Keywords: asbestos, risk analysis, internal environment Abstract.
Asbestos products were abundantly used in the civil engineering in 70's and 80's.
In the past this material was used very often in civil engineering for its good thermal insulating and mechanical properties, resistance to fire, strength and resistance to acids and alkalis.
Podeste 1875, 708 33 Ostrava Poruba, Czech Republic 3STU in Bratislava, Faculty of Civil Engineering, Department of Forensic Institute, Radlinskeho11 Bratislava, Slovak Republic apavel.vlcek1@vsb.cz, bkarel.kubecka@vsb.cz, chana.vaculikova@vsb.cz, ddarja.kubeckova@vsb.cz, dveronika.sojkova@stuba.sk Keywords: asbestos, risk analysis, internal environment Abstract.
Asbestos products were abundantly used in the civil engineering in 70's and 80's.
In the past this material was used very often in civil engineering for its good thermal insulating and mechanical properties, resistance to fire, strength and resistance to acids and alkalis.
Online since: November 2013
Authors: Martina Smirakova
Behavior of selected materials to create sliding joint in the foundation structure
Martina Janulikova1, a
1VSB - Technical university of Ostrava, Faculty of Civil Engineering, Department of Building Structures, 17.listopadu 2172/15, 708 33 Ostrava-Poruba, Czech Republic, Europe
amartina.janulikova@vsb.cz
Keywords: Sliding joint, foundation structure, asphalt belt.
At the faculty of Civil Engineering some materials are tested to better knowledge of asphalt belts properties and to more precise design and calculation of sliding joint.
Tsompanakis, (Editors), "Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 208, 2011
The 9th fib International PhD Symposium in Civil Engineering.
Energy, Environmental and Structural Engineering, Series No. 4, pp. 435-440.
At the faculty of Civil Engineering some materials are tested to better knowledge of asphalt belts properties and to more precise design and calculation of sliding joint.
Tsompanakis, (Editors), "Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 208, 2011
The 9th fib International PhD Symposium in Civil Engineering.
Energy, Environmental and Structural Engineering, Series No. 4, pp. 435-440.
Online since: January 2014
Authors: Feng Hua Lu, Zhen Jiang Wang
The acoustical design of conference room based on speech acoustic
Zhenjiang Wang 1, a, Fenghua Lu2,b*
1College of Architecture and Civil Engineering of Taiyuan University of Technology, Shanxi, China
2College of Architecture and Civil Engineering of Taiyuan University of Technology, Shanxi, China
awzj1987@126.com, blfhs@sina.com
(*represents communications author)
Keywords: Conference Room, Speech Acoustic, Reverberation Time
Abstract.
Based on the the requirements of appropriate reverberation time for the speech acoustic-dominated conference room, which are stipulated in Code for architectural acoustical design of theater ,cinema and multi-use auditorium(GB/T 50356-2005), this paper is trying to redesign the conference room on the fifth floor of the college of architecture and civil engineering of Taiyuan University of Technology, on account of the problems found after the experimental measurement.
The acoustical design Requirements and Goals (1)Optimum reverberation time provided by Code for architectural acoustical design of theater ,cinema and multi-use auditorium(GB/T 50356-2005) (2)Enough sound pressure leve (3)Balanced sound effect through setting reflective surfaces of the effective diffusing acoustic waves (4)Avoiding echoes and sound focus (5)Eliminating noise Data acquisition.The conference room on the fifth floor of the college of architecture and civil engineering of Taiyuan University of Technology, flat rectangle, 14.7m long, 14.0m wide, 4.5m tall, can accommodate up to 120 people for meetings.
Based on the the requirements of appropriate reverberation time for the speech acoustic-dominated conference room, which are stipulated in Code for architectural acoustical design of theater ,cinema and multi-use auditorium(GB/T 50356-2005), this paper is trying to redesign the conference room on the fifth floor of the college of architecture and civil engineering of Taiyuan University of Technology, on account of the problems found after the experimental measurement.
The acoustical design Requirements and Goals (1)Optimum reverberation time provided by Code for architectural acoustical design of theater ,cinema and multi-use auditorium(GB/T 50356-2005) (2)Enough sound pressure leve (3)Balanced sound effect through setting reflective surfaces of the effective diffusing acoustic waves (4)Avoiding echoes and sound focus (5)Eliminating noise Data acquisition.The conference room on the fifth floor of the college of architecture and civil engineering of Taiyuan University of Technology, flat rectangle, 14.7m long, 14.0m wide, 4.5m tall, can accommodate up to 120 people for meetings.
Online since: December 2014
Authors: David Pustka
Probabilistic Approach to Stability Analysis of a Reinforced Concrete Retaining Wall
David Pustka1, a
1Technical University of Ostrava, Faculty of Civil Engineering, L.
Rapid development of computer technologies brings possibility to exploit powerful computers for reliability analysis of (civil) engineering structures under consideration of random properties of various quantities influencing their resulting reliabilities.
Introduction Most of today's codes for design of civil engineering structures contain design procedures for reliability assessment of these structures, which are based on partial factor design (PFD) method.
Fig. 6 Output histogram of reliability function RFhis Summary The paper outlines possible way to increase quality level of procedures for design and reliability assessment of (civil) engineering structures.
Rapid development of computer technologies brings possibility to exploit powerful computers for reliability analysis of (civil) engineering structures under consideration of random properties of various quantities influencing their resulting reliabilities.
Introduction Most of today's codes for design of civil engineering structures contain design procedures for reliability assessment of these structures, which are based on partial factor design (PFD) method.
Fig. 6 Output histogram of reliability function RFhis Summary The paper outlines possible way to increase quality level of procedures for design and reliability assessment of (civil) engineering structures.
Online since: September 2008
Authors: Thomas B. Messervey, Dan M. Frangopol
Messervey2,b
1
Falzur Khan Endowed Chair of Structural Engineering and Architecture, Department of Civil and
Environmental Engineering, ATLSS Center, Lehigh University, Bethlehem, PA, USA
2
Department of Structural Mechanics, University of Pavia, Italy
Keywords: Health monitoring, Durability-based design, Reliability-based assessment, Risk, Lifecycle management.
In terms of magnitude, new civil engineering construction is the largest industry in the world representing approximately 10% of annual GDP.
References [1] Frangopol, D.M. and Liu, M., 2007, Maintenance and Management of Civil Infrastructure based on Condition, Safety, Optimization, and Life-Cycle Cost, Structure and Infrastructure Engineering, 3(1), 29-41
Proceedings of the NSF Civil, Mechanical and Manufacturing Innovation (CMMI) Engineering Research and Innovation Conference, Knoxville, Tennessee, January 7-10, 2008
[17] Kong, J.S., and Frangopol, D.M. 2005, Sensitivity Analysis in Reliability-Based Lifetime Performance Prediction Using Simulation, Journal of Materials in Civil Engineering, ASCE, 17(3), 296-306
In terms of magnitude, new civil engineering construction is the largest industry in the world representing approximately 10% of annual GDP.
References [1] Frangopol, D.M. and Liu, M., 2007, Maintenance and Management of Civil Infrastructure based on Condition, Safety, Optimization, and Life-Cycle Cost, Structure and Infrastructure Engineering, 3(1), 29-41
Proceedings of the NSF Civil, Mechanical and Manufacturing Innovation (CMMI) Engineering Research and Innovation Conference, Knoxville, Tennessee, January 7-10, 2008
[17] Kong, J.S., and Frangopol, D.M. 2005, Sensitivity Analysis in Reliability-Based Lifetime Performance Prediction Using Simulation, Journal of Materials in Civil Engineering, ASCE, 17(3), 296-306
Online since: March 2023
Edited by: Paulo Mendonca, Hideaki Tsukamoto, Carlos Chastre, Vadim V. Korablev, Ramadhansyah Putra Jaya
This special edition is devoted to recent issues in materials science and technologies of materials synthesis and processing used in machine building, biomedical engineering, civil construction and geotechnics.
This special publication will interest researchers and engineers from mentioned engineering and industrial areas.
Steel, Alloy, Polymer, Composite, Thin Film, Shape Memory Alloy, Ultrasonic Impact Treatment, Welding, Additive Technologies, Biomedical Engineering, Antibacterial Properties, Concrete, Aggregate Replacement Materials, Fine Aggregate, Structural Element, Column, Soil
This special publication will interest researchers and engineers from mentioned engineering and industrial areas.
Steel, Alloy, Polymer, Composite, Thin Film, Shape Memory Alloy, Ultrasonic Impact Treatment, Welding, Additive Technologies, Biomedical Engineering, Antibacterial Properties, Concrete, Aggregate Replacement Materials, Fine Aggregate, Structural Element, Column, Soil
Online since: January 2012
Authors: Xian Chang Zheng, Wei Ming Xiang, Wen Wei Gao, Zhou Huang
Research on the Spatial Stress Analysis of a Large Underground Project
Xiang Weiming1,a, Huang Zhou1,Gao Wenwei2,b and Zheng Xianchang1,C
1Civil Engineering Department of Guangzhou University, Guangzhou, PRC
2Guangzhou Civil Air Defense Architecture Design & Research Institute Co.
But there is difference between the distribution coefficients of moment at end-column and negative moment at bearing section in civil engineering.
Here the distribution coefficients of negative moment at bearing section (mid span)in civil engineering is 0.75 at slab strip on column, 0.25 at mid-span slab strip while the distribution coefficients of moment at end-column is0.85 at s slab strip, 0.15 at mid-span slab strip.
But in practical engineering, these advantages of column-caps are often ignored, making the calculation results conservative.
Spatial calculation is suitable for large civil defense structure and it’s even more needed in Super-large scale of civil air defense projects which is more complicated to handle.
But there is difference between the distribution coefficients of moment at end-column and negative moment at bearing section in civil engineering.
Here the distribution coefficients of negative moment at bearing section (mid span)in civil engineering is 0.75 at slab strip on column, 0.25 at mid-span slab strip while the distribution coefficients of moment at end-column is0.85 at s slab strip, 0.15 at mid-span slab strip.
But in practical engineering, these advantages of column-caps are often ignored, making the calculation results conservative.
Spatial calculation is suitable for large civil defense structure and it’s even more needed in Super-large scale of civil air defense projects which is more complicated to handle.