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Online since: September 2013
Authors: Qin Li
The Damage of Gas Explosion On the Structure Qin Li1, a 1 College of Architecture and Civil Engineering of Taiyuan University of Technology, Taiyuan 030024, China a969723410@qq.com Keywords: Gas explosion.
By detecting the damage phenomena of gas explosion in a civil building, use the characteristics and law of the gas explosion and finite element simulation analysis method.
For the civil construction, step-up and step-down time desirable 50ms [3~4].
References [1] Guo W en Jun J iang Jian jing Cu i J inghao Domestic Combustion-Gas Blast Accidents And Disaster-Prevention Measures In Civil Structures.
Online since: July 2015
Authors: Götz T. Gresser, Markus Milwich, Manfred Hammer, Jan Knippers, Martin Uwe Witt
They are also gaining more importance in the civil engineering applications.
Also in the civil engineering FRPs are used increasingly.
Beside the high stiffness and strength with low weight of FRPs in the civil engineering applications possess good weathering permanence and low heat conductivity.
In the DFG research group of 981 „hybrid intelligent design features (HIKE)“, an integrated sensor for bowl-shaped elements in the civil engineering for Structural Health monitoring (SHM) and an integrated actuator for the active reduction of loads were developed.
Although the natural fibre-reinforced bioplastics have promising qualities, one still finds no products capable for civil engineering market that could substitute for fiberglass-reinforced plastics.
Online since: March 2014
Authors: Yu Ling Zhao
Deformation characteristics of determination of mechanical properties of experimental teaching of cohesive soil under Constrained Conditions Yuling Zhao School of Civil Engineering and Architecture, University of Jinan, Jinan, Shandong, China, 250022 cea_zhaoyl@ujn.edu.cn Keywords: Confining conditions; Cohesive soil; The deformation; The compression modulus Abstract.
Geotechnical engineering is a direction of the development of the civil engineering specialty, test provide necessary parameters for building foundation engineering, geotechnical laboratory for cohesive soil consolidation experiment teaching, make students grasp to determine the quantitative relation between the deformation and load, compression curve and rebound curve drawing, it provide necessary theoretical basis for geological prospecting work, provide necessary parameters for building foundation design, closely integrated theory and practice..
The basic methods of geotechnical engineering geological surveying and mapping, engineering geological exploration and sampling, engineering geological field test, engineering geological data content arrangement, etc.
[7] Liu Zhikui,Zhou Dan, The Teaching Practice and Experiences of 'Soil Mechanics and Foundation' Curriculum for Civil Engineering Professional Training Major, The higher education BBS - 2004, 3
[8] Huang Min, Teaching Reform of "Soil Mechanics and Foundation, The value engineering - 1, 2011.
Online since: April 2016
Authors: Wiktor Wcislik
The analysis was conducted for S355J2G3 steel, commonly used in civil engineering structures.
The analysis was conducted for S355J2G3 steel, commonly used in civil engineering structures.
Engineering and true σ-ε curve for S355J2G3 steel.
Needleman, Void nucleation effects in biaxially stretched sheets, Journal of Engineering Materials and Technology. 102 (1980) 249-256
Kossakowski, An analysis of the load-carrying capacity of elements subjected to complex stress states with a focus on the microstructural failure, Archives of Civil and Mechanical Engineering. 10, 2 (2010) 15-39
Online since: December 2013
Authors: Ying Huang, Pan Guo, Zhi Neng Tong
Analysis on nonlinear curvature deflection for reinforced concrete two-way slabs under uniformly distributed load Huang Ying1, a, Guo Pan2,b and Tong Zhineng3,c 1College of Architecture and Civil Engineering, Jiangxi Science & Technology Normal University, Nanchang 330013,China; Nation Engineering Laboratory for High Speed Railway Construction, Changsha, 410075, China 2 Jiangxi Science & Technology Normal University, Nanchang 330013,China; 3 College of Architecture and Civil Engineering, Jiangxi Science & Technology Normal University, Nanchang 330013,China; ahuangying7871@163.com, bguo_pan16@163.com, ctongzhineng@sohu.com Keywords: reinforced concrete two-way slabs; curvature of deflection; nonlinear analysis; stiffness characteristic coefficient of two-way slabs.
Reinforced concrete two-way slabs are widely used in industrial, civil, public buildings.
Introduction Reinforced concrete two-way slabs are widely used in industrial and civil buildings.
Acknowledgements The authors would like to express their appreciation to Nation Engineering Laboratory for High Speed Railway Construction.
Journal of Xi’an institute of Metallurgical and Construction Engineering, 1991,Vol.23, No.3:358-365 [5]Jiang Lei.
Online since: August 2021
Berbekov Zaven Ter-Martirosyan Moscow State University of Civil Engineering Boris Sokolov Kazan Giproniiaviaprom JSC Viktor Fedorov Russian University of Transport Valery Azarov Volgograd State Technical University Sergey Fedosov Moscow State University of Civil Engineering Vladimir Erofeev Ogarev Mordovia State University Levon Mayilyan Self-regulatory organization Association “Association of builders of the South and North Caucasus districts” Vitaliy Kolchunov Russian Academy of Architecture and Building Sciences Vladimir Travush Russian Academy of Architecture and Building Sciences Linar Sabitov Kazan State Power Engineering University Irina Akhmetova Kazan State Power Engineering University Vladimir Andreev Moscow State University of Civil Engineering Aleksey Beskopylny Don State Technical University Sergey Kalashnikov Volgograd State Technical University Ashot Tamrazyan Moscow State University of Civil Engineering Armen Ter-Martirosyan Moscow State University of Civil
Engineering Vladimir Sidorov Russian University of Transport Vladimir Mondrus Moscow State University of Civil Engineering Valery Lesovik Belgorod State Technological University named after V.G. 
Shukhov Alexander Belostotsky Russian University of Transport Sergey Evtushenko Moscow State University of Civil Engineering Valeria Pshenichkina Volgograd State Technical University Vladimir Bondarenko Don State Agrarian University Nail Kashapov Kazan Federal University Tolya Hezhev Kabardino-Balkarian State University named after H.M.
Berbekov Mukhtar Bekkiev High Mountain Geophysical Institute Dmitry Mayilyan Don State Technical University Sergey Pushenko Don State Technical University Iftikhar Abbasov Southern Federal University  Stepan Litvinov Don State Technical University Honorary Members of the Organizing Committe Alexey Adamtsevich Moscow State University of Civil Engineering Gatiyatov Ilnur Kazan State Power Engineering University Zaripov Marcel SO “Sozidanie”, Kazan Nabiullina Karina Kazan Federal University Oleg Radaykin Kazan State University of Architecture and Engineering Stanislav Roshchupkin Sevastopol State University Victor Taratuta Kuban State Agrarian University Nail Farilovich Kazan State Power Engineering University Svetlana Yazyeva Don State Technical University International Program Committee Shan Yue Shandong Jiaotong University Lyu Chunguan Shandong Jiaotong University Chariyar Amansahatov Deputy Director of the Academy of Sciences of Turkmenistan Erkin Nafasov Chief expert
of Gosstroy of Turkmenistan Abbas Hodzhaev Tashkent architecture and civil engineering institute (TACII) Zaynalobuddin Kobuliev Institute of Water Resources and Ecology of the Academy of Sciences of the Tajikistan Republic Zbigniew Wójcicki FCE WrUT, PL Stanisław Jemioło FCE WUT, PL Artur Zbiciak FCE WUT, PL Dietmar Wiegand TU Wien, Austria Vera Steiner FH Wien, Austria Milan Radosavljevic Paisley, Renfrewshire, United Kingdom Christian Hellmich TU Wien, Austria Organising Committee of the Conference (Editorial Board) Oksana Akay Don State Technical University Alina Golubeva Don State Technical University Igor Dolbin Kabardino-Balkarian State University named after H.M. 
Online since: January 2025
Edited by: Nuno Dinis Costa Areias Cortiços

Building Materials, Geopolymers, Concrete, Wood Ash, Biodegradable Materials, Additive Manufacturing, Plastic Waste, Corrosion Resistance, Stainless Steel, Energy Efficiency, Solar Energy, PV Cells, LED Lighting, Energy Harvesting, Electromagnetic Energy, CO2 Emissions, Architecture, Design, Civil Engineering, Natural Hazards, Building Envelope, Structural Health Monitoring (SHM)

Online since: December 2012
Authors: Wen Jie Ren, Zhi Cheng Ma, Zhi Qiang Wang
Research on Seismic Behavior of Infilled Frame Structure Wenjie Ren1,2,a , Zhicheng Ma1,2,a and Zhiqiang Wang1,2,a 1College of Civil Engineering, Hebei University of Technology, Tianjin, 300401, China 2Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China arwjwlq@126.com Keywords: infilled frame structure, rigid connection, flexible connection, new technologies, seismic behavior Abstract.
The infilled frame structure is a kind of structural system used widely in the industrial and civil building.
Journal of Earthquake Engineering and Engineering Vibration. 28(6) (2008) 172-177
Composites Part B: Engineering. 39 (2008) 680-693
Engineering Structures. 27(4) (2005) 487-500.
Online since: September 2014
Authors: Fan Xin Jia, De Wei Chen, Yang Yang Wu
After a general theoretical description (theory and process) of the optimization model, an engineering case is optimized using this method.
And the method is proved feasible by analyzing the primary and optimized travelers in Midas Civil and comparing their properties.
To verify the local property of the optimized traveler, parameterized plate element models of the primary and optimized travelers are established in Midas Civil to obtain better analysis (Figs .4 and 5).
Based on an engineering case, total weight of the front cross beam and triangle trusses decreases by 29.3% in the optimization model.
References: [1] Liu Yang and Lu Naiwei, Analysis on system reliability of rigid frame bridge based on response surface method, Journal of Transport Science and Engineering, Vol. 26, (2010), pp. 24
Online since: January 2016
Authors: Martina Vodičková, Jiří Teslík, Kristýna Kutilová
The assessment of reaction to fire of crushed straw TESLÍK Jiří1,a *, VODIČKOVÁ Martina1,b and KUTILOVÁ Kristýna2,c 1VŠB – TUO, Faculty of Civil Engineering, Czech Republic 2VŠB – TUO, Faculty of Safety Engineering, Czech Republic ajiri.teslik@vsb.cz, bmartina.vodickova@vsb.cz, ckristyna.kutilova@vsb.cz Keywords: crushed, straw, cellulose, fire test, ignitability, reaction to fire, flame.
To full utilization of crushed straw in civil engineering industry is necessary to know its technical parameters.
During previous projects on VŠB – TUO, Faculty of Civil Engineering have found parameters like settlement, thermal conductivity or airborne sound insulation.
Crushed straw is natural building material, which is normally not used in the civil engineering.
The advantage of small straw bales using in civil engineering is plenty of technical information relevant for the design and realization of buildings.
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