Search results

Application of data sets obtained from the detached experimental weather station in conditions of real building ŠTAFFENOVÁ Daniela 1, a *, JURÁŠ Peter 2, b and ĎURICA Pavol 1, c 1University of Žilina, Faculty of Civil Engineering, Department of Building Engineering and Urban Planning, Univerzitná 8215/1, 010 26 Žilina, Slovakia 2University of Žilina, Research centre, Univerzitná 8215/1, 010 26 Žilina, Slovakia adaniela.staffenova@fstav.uniza.sk , bpeter.juras@rc.uniza.sk, cpavol.durica@fstav.uniza.sk Keywords: Reference years, computer simulation, energy analysis, climate change, weather data Abstract.
The experimental detached weather station of the Department of Building Engineering and Urban Planning ensures continuous measuring of following parameters: temperature and relative humidity, wind speed and direction, intensity of global solar radiation, intensity of the rain on the horizontal plane.
References [1] Lund, H.: Design Reference Years and Test Reference Years in Europe, Turkey and Isreael, Electronic CIB Publication No. 262, Technical University of Denmark, Department of Civil Engineering, CIB TG21 – Climatic Data for Building Services.

Experimental Research on the Performances of Warm Mix Recycled Asphalt Mixture in Road Application Ji shu Sun1, a, Chun feng Yang1, Zhao xia Chen2,b and Hui ran Pi1 1 School of Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, Hongqiao District, Tianjin, 300130, China 2 Central Laboratory for Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, Hongqiao District, Tianjin, 300130, China asunjishu76@126.com, blllczx@126.com Keywords: Pavement; Warm Mix Asphalt; Recycled Asphalt Mixture; Experimental Research Abstract.
Mixing the ground substance asphalt with 0%, 1.5%, 3% and 4.5% quantities of sasobit, according to those related methods on “Standard Test Methods of Asphalt and Asphalt Mixtures for Highway Engineering” [7].
“Standard Test Methods of Asphalt and Aaphalt Mixtures for Highway Engineering”.

Study on Mechanical Behaviors and Calculation of Shear Strength of Steel Truss Reinforced Concrete Deep Beams Yang Chun1,2,a, He Ming-ji1,b, Cai Jian1,2,c*, Huang Yan-sheng1,2,d, Wu Yi3,e 1School of Civil Engineering and transportation of South China University of Technology, Guangzhou 510641, China 2State Key Laboratory of Subtropical Building Science, Guangzhou 510641, China 3School of Civil Engineering of Guangzhou University, Guangzhou 510006, China aemail:chyang@scut.edu.cn, bemail:nikko_1983@163.com, cemail:cvjcai@scut.edu.cn, demail:cvyhuang@scut.edu.cn, eemail:wya2103@163.com Keywords: Steel truss reinforced concrete (STRC), Deep beam, Mechanical behavior, Experimental investigation, SRC strut-and-tie model (SSTM), Softened effects Abstract: Based on strut-and-tie model (STM) in deep beams, steel truss reinforced concrete (STRC) deep beam was developed.
Journal of Structural Engineering, ASCE,V.123, No.12,Dec.2002, 1519-1526
Engineering Application of a New Type of Composite Transfer Beam[C].

Structural Health Monitoring Systems For A Steel Structure Using An Ambient Vibration Gwang Hee Heo 1,a, Giu Lee 2,b, Hyun Do Yun 2,c, Man Yong Choi3,d and Myoung Won Lee 1 1 Civil Engineering, Konyang University, Nonsan, Chungnam, Korea 2 Architectural Engineering, Chungnam National University, Daejeon, Korea 3 Nondestructive Measurement, KRISS, Daejeon, Korea a heo@konyang.ac.kr, bleegiu@konyang.ac.kr, cwiseroad@cnu.ac.kr, dmychoi@kriss.re.kr Keywords: ambient vibration, eigensystem realization algorithms, natural excitation techniques, health monitoring, MAC, COMAC, energy dissipated method, modal matrix method Abstract.
The effectiveness of the natural excitation techniques has been validated through the system identification in various civil structures using ambient vibration.
R01-2004-000-00434-0 (2004) from the Basic Research Program of the Korea Science & Engineering Foundation.
Beck: "A Benchmark Problem for Structural Health Monitoring and Damage Detection", Proceedings 14th Engineering Mechamics Conference, Austin, Texas (2000) [2] S.W.

Study on Installation Technique for Steel Structure Dome Tao Fan1, a, Guangsheng Bian2,b , Zongcai Li1 and Fang Cheng3 1 Construction Engineering Quality and Safety Supervision Station of Jinan City, China 2 School of Civil Engineering, Shangdong Jianzhu University, Jinan, China 3 Housing and Urban-Rural Development Bureau of Pingyi County, China ajdzzgb@126.com, bbgsh@sdjzu.edu.cn, Keywords: Steel Structure, Dome, Installation Structure, Bed-jig, Construction Technology Abstract.
The engineering experience and research content in the paper can provide a reference for the similar engineering.
At present the project construction successfully completed, the engineering practices demonstrate the installation technology and calculation analysis method is effective and reliable.

An application of risk assessment of geo-hazards in highway engineering He Yongqiang1, a, Lan Tianzhu 1, a, Bi Yonghui1, a 1 School of Civil Engineering, Northwest University for Nationalities, Lanzhou 730030, P.R.
Rainfall, earthquake, groundwater and human engineering activity will induce or intensify their activity.

The results showed that the HRB500 reinforced bar possessed superior seismic performance after the fire and this is helpful to the future application and design of steel for engineering.
Civil Eng.Vol.6 (1992), p.18 [3] Z.

Stability Analysis on the Slope Located in Embankment Dam Downstream under Seepage Action Liang Cao1, a , Huimin Wang1, b , Ji Yao1,c ,Chunfeng Tang2 1 College of Civil and Architectural Engineering, Kunming University of Science and technology, Kunming 650500,China; 2China Petroleum Engineering &Construction Corporation Beijing Engineering Branch,  Beijing 100102, China; a caoliang1106@126.com, bwhuimin@vip.sina.com, c amos_105434620@qq.com  Key words: stability analysis; seepage field; finite element method; rigid body limit equilibrium method Abstract: A embankment dam model was established in this paper, and the steady seepage field of the embankment dam in the normal water level conditions was solved based on FEM, then the corresponding seepage force was calculated and the seepage force for each earth stripe was obtained.
But currently, numerical method is seldom used in actual engineering.
Currently, rigid body limit equilibrium method which is commonly used in engineering include simplified Bishop method, Spencer method, Janbu method and so on.
Science Technology and Engineering, 2009，16（9）: 4693-4697
Subgrade Engineering, 2010,4: 47-49

Model for evaluating uncertain project duration considering construction interface problems Shih-Hsu Wang 1,a, Yu-Ting Lai 2,b, Jang-Jeng Liu 3,c and Wei-Chih Wang 2,d 1Department of Civil Engineering, R.O.C Military Academy, Kaohsiung, Taiwan 2Department of Civil Engineering, National Chiao Tung University, Hsinchu, Taiwan 3 National Synchrotron Research Center, Hsinchu, Taiwan awss.cv91g@nctu.edu.tw, b albert11010@yahoo.com.tw, c sandroliu@nsrrc.org.tw, d weichih@mail.nctu.edu.tw Keywords: Construction interface, uncertain duration, simulation, probabilistic scheduling, schedule risk management.
Fig.2 Model of the effects of general factors on activity durations SEM Node for Capturing Interface Effects in Drawing Composition Process A drawing composition process for a WG involves composing drawings (by a contractor), submission (by the contractor), reviewing (by the architect/engineer or A/E) and several cycles of re-composing and re-reviewing until the composite drawings have been approved by the A/E.
Civil.
Engineering documentation coordinating and control guidelines, Standard Operating Procedure of TRTS project, Taipei Metropolitan Rapid Transit Inc., Taiwan, 1991

Utilization of WEAP Software to Assess Current and Future Water Demand of Karachi City Muhammad Abdul Hanan1,a*, Muhammad Waqas Malik2,b 1Department of Civil Engineering, Capital University of Science and Technology, Pakistan 2Department of Civil Engineering, Capital University of Science and Technology, Pakistan a*iamabdulhk@gmail.com, bwaqas.malik@cust.edu.pk Keywords: Karachi, Water Evaluation and Planning (WEAP), Scenario Analysis, Predicted Future, Water Unmet Demand Abstract.
In Proceedings of Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Toronto, Canada. (2011, October)
Civil and Environmental Engineering Reports. 2021; 31 (1): 200–15