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Online since: August 2021
Authors: Karel Šuhajda, Tomáš Žajdlík
Comparison of Fire Resistance Testing Methods for Structures with Timber Elements
ŽAJDLÍK Tomáš1,a*, ŠUHAJDA Karel1,b
1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, Brno 602 00,
Czech Republic
azajdlik.t@fce.vutbr.cz, bsuhajda.k@fce.vutbr.cz
Keywords: timber structure, fire safety, fire resistance, timber elements, flammable layers, charring rate, combustion chamber, fire test
Abstract.
Acknowledgements The results presented in this article were obtained within the solution of the specific research project FAST-J20-6467 of the Faculty of Civil Engineering of the Brno University of Technology.
The structure was tested on the test equipment of the AdMaS research centre, which forms part of the Faculty of Civil Engineering at the Brno University of Technology.
Acknowledgements The results presented in this article were obtained within the solution of the specific research project FAST-J20-6467 of the Faculty of Civil Engineering of the Brno University of Technology.
The structure was tested on the test equipment of the AdMaS research centre, which forms part of the Faculty of Civil Engineering at the Brno University of Technology.
Online since: August 2013
Authors: Laura Anania, Antonio Badalà, Giuseppe D'Agata
D’Agata3,c
1Department of Civil and Environmental Engineering, University of Catania Italy
2Department of Civil and Environmental Engineering, University of Catania Italy
3Department of Civil and Environmental Engineering, University of Catania Italy
alanania@dica.unict.it, babadala@dica.unict.it, cgdagata@dica.unict.it
Keywords: HSC, HSFRC, experimental test, concrete aggregate, mechanical proprieties
Abstract: The selection of mix proportion is the process of choosing suitable ingredients of concrete and determine their quantities with the object of producing as economically as possible concrete of notably strength.
Online since: September 2020
Authors: Bahia Rabehi, Nezha Gueffaf, Khaled Boumchedda
Recycling Dam Sediments for the Elaboration of Stabilized Blocks
Nezha Gueffaf1,a, Bahia Rabehi2,b * and Khaled Boumchedda3,c
1Research Unit: Materials, Process and Environment University M’Hamed Bougara of Boumerdes, Boumerdes, Algeria.
2Department of civil engineering, Research Unit: Materials, Process and Environment University M’Hamed Bougara of Boumerdes, Boumerdes, Algeria.
3Department of Process engineering, Research Unit: Materials, Process and Environment University M’Hamed Bougara of Boumerdes, Boumerdes, Algeria.
Bouhamou, Valorisation des sédiments de dragage dans les bétons, Séminaire International, Innovation et Valorisation en génie Civil et Matériaux de construction., Rabat (Maroc), 23-25 Novembre, 2011 [2] A.
Millogo, Etude géotechnique, chimique et minéralogique de matières premières argileuse et latéritique du Burkina Faso améliorées aux liants hydrauliques: application au génie civil (bâtiment et route).
Caractérisations minéralogique et géotechnique des argiles utilisées dans la céramique de SAFI (Maroc), African Journal of Science and Technology (AJST), Science and Engineering séries 9(1) (2008) 1-11
Bouhamou, Valorisation des sédiments de dragage dans les bétons, Séminaire International, Innovation et Valorisation en génie Civil et Matériaux de construction., Rabat (Maroc), 23-25 Novembre, 2011 [2] A.
Millogo, Etude géotechnique, chimique et minéralogique de matières premières argileuse et latéritique du Burkina Faso améliorées aux liants hydrauliques: application au génie civil (bâtiment et route).
Caractérisations minéralogique et géotechnique des argiles utilisées dans la céramique de SAFI (Maroc), African Journal of Science and Technology (AJST), Science and Engineering séries 9(1) (2008) 1-11
Online since: May 2011
Authors: Zhen Liu, Cui Ying Zhou
Research on Chaotic Characteristic for Settlement of Road-Tunnel Composite Structure
LIU Zhen 1, a, ZHOU Cui-ying 2, a
1School of Marine Sciences //2School of Engineering//Research Center for Geotechnical Engineering and Information Technology, Sun Yat-sen University, Guangzhou 510275, China
aemail: ueit@mail.sysu.edu.cn
Keywords: Road- tunnel composite structure, settlement, chaos, characteristic index.
Often as a result of geological and complexity of engineering factors involved, it is difficult to calculate the process of a more comprehensive reflection of the actual situation.
Because settlement development is influenced by groundwater level, structure form, stratigraphic distribution, engineering activities and so on, it shows high nonlinear characteristics.
[6] LI Lixin, LIU Lin, MA Xuedong, in: Chaotic Identification Research on Soft Soil Foundation Deformation, Journal of Shenyang Architectural and Civil Engineering Institute, Vol.21 No.5 (2005)
[8] Shanghai municipal engineering design institute, Chongqing communications research & design institute etc.
Often as a result of geological and complexity of engineering factors involved, it is difficult to calculate the process of a more comprehensive reflection of the actual situation.
Because settlement development is influenced by groundwater level, structure form, stratigraphic distribution, engineering activities and so on, it shows high nonlinear characteristics.
[6] LI Lixin, LIU Lin, MA Xuedong, in: Chaotic Identification Research on Soft Soil Foundation Deformation, Journal of Shenyang Architectural and Civil Engineering Institute, Vol.21 No.5 (2005)
[8] Shanghai municipal engineering design institute, Chongqing communications research & design institute etc.
Online since: December 2012
Authors: Xian Guo Wu, Jia Ying Teng, Jing Cao, Ge Qian Zhou, Wei Jia Zhao
Study on Integrated Project Delivery Construction Project Collaborative Application Based on Building Information Model
TENG Jia-ying1,a, WU Xian-guo1,b, ZHOU Ge-qian1
ZHAO Wei-jia1, CAO Jing1
1School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China
atjycindy@163.com, bwxg0220@126.com
Keywords: Integrated Project Delivery (IPD); Building Information Model (BIM); Collaborative Application; Modeling Strategy
Abstract.
(3) Specialized Engineering Design Model——The purpose of this model is to provide technical support for the facility engineering, such as HVAC engineering, electrical engineering and fire engineering.
Specialized Engineering Design Model can make the 3D model perfect
Journal of Construction Engineering and Management-ASCE. 2010, 136(8): 815-825
Journal of Engineering,Project,and Production Management. 2012, 1(2): 23-36
(3) Specialized Engineering Design Model——The purpose of this model is to provide technical support for the facility engineering, such as HVAC engineering, electrical engineering and fire engineering.
Specialized Engineering Design Model can make the 3D model perfect
Journal of Construction Engineering and Management-ASCE. 2010, 136(8): 815-825
Journal of Engineering,Project,and Production Management. 2012, 1(2): 23-36
Online since: October 2012
Authors: Hai Tao Zhao, Yi Wang, Chun Wei Yue, Yong Jun Luo
Seismic Behavior Analysis of Bank Intake Tower Structure
Haitao Zhao1, a, Chunwei Yue2, b , Yi Wang3, c and Yongjun Luo4, d
1,2,3,4 College of Civil and Transportation Engineering , Hohai University, China
ahhuzhaoht@163.com, byuechunwei@yahoo.com.cn, cwy5998180@hotmail.com, dccnyluo@hotmail.com
Keywords: intake tower; seismic behavior analysis; superposition of static and dynamic effects; safety assessment.
After taking some engineering reinforcement measures, the strength also meets the requirement.
In these parts where the tensile stress is important the strength can meet the requirements by some engineering measures, for example, the reiforcement.
[6] Jinchao Yue, Shengli Gu and Yongxing Lai: submitted to World Earthquake Engineering, 2002(12), P.111-115
[7] Jiayun Xu and Jun Zhang: submitted to Earthquake Engineering and Engineering Vibration, 2002(6), P.166-169
After taking some engineering reinforcement measures, the strength also meets the requirement.
In these parts where the tensile stress is important the strength can meet the requirements by some engineering measures, for example, the reiforcement.
[6] Jinchao Yue, Shengli Gu and Yongxing Lai: submitted to World Earthquake Engineering, 2002(12), P.111-115
[7] Jiayun Xu and Jun Zhang: submitted to Earthquake Engineering and Engineering Vibration, 2002(6), P.166-169
Online since: June 2014
Authors: Run Jun Li, Ren Liang Shan, Shao Hong Bai, Xiao Jun Wu, Ji Feng Han
Bearing Replacement Monitoring Technology of Rail Transit Bridge in Beijing
Runjun Li1,2,a , Renliang Shan1,b, Shaohong Bai3,c, Xiaojun Wu3,d,
Jifeng Han3,e
1School of Mechanics & Civil Engineering, China University of Mining & Technology, Beijing 100083, China
2Beijing urban construction design & development group co., Limited, Beijing, 100088, China
3Beijing Zhong Sheng Heng Xin Engineering Testing Technology Co., Ltd.
Engineering practice results show that real-time monitoring technology is an important means to ensure the bearing replacement safe, but it should develop a reasonable scientific monitoring program.
Jinan RT33-4 bearing replacement project is an example introduces the brief process of rail Transit Bridge bearing replacement engineering principle and method, monitoring technology, to provide security guarantee for the construction, also provide a reference for similar projects.
Engineering situation The bridge condition.
Real-time Monitoring Technology Application in Sync Jack-up Bridge Engineering[A].
Engineering practice results show that real-time monitoring technology is an important means to ensure the bearing replacement safe, but it should develop a reasonable scientific monitoring program.
Jinan RT33-4 bearing replacement project is an example introduces the brief process of rail Transit Bridge bearing replacement engineering principle and method, monitoring technology, to provide security guarantee for the construction, also provide a reference for similar projects.
Engineering situation The bridge condition.
Real-time Monitoring Technology Application in Sync Jack-up Bridge Engineering[A].
Online since: November 2012
Authors: Le Hua Wang, Jun Lei Bai
Analyze of the Affection of Excavation Unloading of the Rock Mass of the Spillway Tunnel of a Hydropower Station on the Slope’s Stability
Lehua Wang 1, Junlei Bai 1
( 1.College of Civil Engineering and Architecture, China Three Gorges University, Yichang, Hubei 443002, China)
Key words:excavated slope; unloading; spillway tunnel; Mohr – Coulomb; stability
Abstract.
Engineering example Project Overview A hydropower project based power generation, and normal reservoir water level is 2253meters and the installed capacity is 860 MW, which is the second class type engineering.
Slope engineering[M].Beijing: Science Press,2010
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING,2000(4) [5]Jia Shanpo,Chen Weizhong,Yang Jianping,Chen Peishuai.
Engineering Mechanics,2003(03) [7]Bi Jihong,Wang Hui.Engineering Elastic Plastic Mechanics[M].
Engineering example Project Overview A hydropower project based power generation, and normal reservoir water level is 2253meters and the installed capacity is 860 MW, which is the second class type engineering.
Slope engineering[M].Beijing: Science Press,2010
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING,2000(4) [5]Jia Shanpo,Chen Weizhong,Yang Jianping,Chen Peishuai.
Engineering Mechanics,2003(03) [7]Bi Jihong,Wang Hui.Engineering Elastic Plastic Mechanics[M].
Online since: November 2012
Authors: You Yi Zhang
Calculation of Saturation Line of Groundwater under Reservoir Water Table Uniform Falling
Youyi Zhang
School of Civil Engineering and Architecture, Southwest University of Science and Technology,Mianyang, China
youyzh@126.com
Keywords: groundwater; saturation line; aquifer.
Simplifying the formula can satisfy the engineering precision requirement.
In practical engineering, the shape of impermeable is often Irregular surface.
Feng, Yangtze River Three Gorges engineering simulation of groundwater seepage field analysis of reservoir bank slope, Acta Geologica Sichuan, 23 (2003) 18-22
Lu, Application of Visual MODFLOW in groundwater numerical simulation, Engineering Survey, 3 (2006) 24-27.
Simplifying the formula can satisfy the engineering precision requirement.
In practical engineering, the shape of impermeable is often Irregular surface.
Feng, Yangtze River Three Gorges engineering simulation of groundwater seepage field analysis of reservoir bank slope, Acta Geologica Sichuan, 23 (2003) 18-22
Lu, Application of Visual MODFLOW in groundwater numerical simulation, Engineering Survey, 3 (2006) 24-27.
Online since: March 2013
Authors: Kun Qian, Yu Jie Jin, Gui Yan Dong
The Application of energy efficiency system with EPS module steel structure of industrial building in Construction Engineering
Yujie Jin 1,a , Kun Qian 1,b and Guiyan Dong 1,c
1Jilin Institute of Architecture and Civil Engineering, Changchun, China,
a785401050@qq.com, b916249852@qq.com, c 1258621800@qq.com
Keywords: energy efficiency system, EPS module, industrial building, wall board, color steel plate of roof
Abstract.
Conclusion The energy efficiency system with EPS module of steel structure in industrial building is available for engineering design of the single-story factory in industrial ( warehouse ) building, whose type of fireproof is class C and below according to the buildings fireproof design code(GB50016), the system uses the new wall panels and new roof color steel plate, the unique details of structure improves airtightness of connection of the plates, avoid to produce frosting phenomenon at the wall and roof due to original bad airtightness of color steel plate, and it is a suitable, economic, aesthetic and energy efficiency new industrial building system, which develops the system of industry of our country building energy efficiency design further, opens a new way for energy efficiency in industrial building.
Jilin Province engineering construction provincial standard DB22/T1029-2011.
Conclusion The energy efficiency system with EPS module of steel structure in industrial building is available for engineering design of the single-story factory in industrial ( warehouse ) building, whose type of fireproof is class C and below according to the buildings fireproof design code(GB50016), the system uses the new wall panels and new roof color steel plate, the unique details of structure improves airtightness of connection of the plates, avoid to produce frosting phenomenon at the wall and roof due to original bad airtightness of color steel plate, and it is a suitable, economic, aesthetic and energy efficiency new industrial building system, which develops the system of industry of our country building energy efficiency design further, opens a new way for energy efficiency in industrial building.
Jilin Province engineering construction provincial standard DB22/T1029-2011.