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Online since: February 2025
Authors: Marie Fe Y. Lacsado, Doris B. Montecastro
Montecastro2,3,b
1Department of Civil Engineering and Professional Schools, University of Mindanao, Matina, Davao City 8000, Philippines
2School of Engineering and Architecture, Ateneo de Davao University, Davao City, Davao del Sur, Philippines
3Environmental Science Department, Ateneo de Davao University, Davao City 8000, Philippines
amfylacsado@addu.edu.ph, bdbmontecastro@addu.edu.ph
Keywords: Geographic Information System, Spatial Analysis, Rainfall Data, Rainwater Harvesting Potential, Digitized Roof Area, Vector Grid, Seawater-Based Community.
Pietersen, “Methodological approach for the compilation of a water distribution network model using QGIS and EPANET,” Journal of the South African Institution of Civil Engineering, vol. 62, no. 4, pp. 32–43, Dec. 2020, doi: https://doi.org/10.17159/2309-8775/2020/v62n4a4
Pietersen, “Methodological approach for the compilation of a water distribution network model using QGIS and EPANET,” Journal of the South African Institution of Civil Engineering, vol. 62, no. 4, pp. 32–43, Dec. 2020, doi: https://doi.org/10.17159/2309-8775/2020/v62n4a4
Online since: September 2011
Authors: Cui Ying Zhou, Zhen Liu
[2] Nishioka T, Proceedings- Japan Society Of Civil Engineers. 752 (2004) 239-253
[4] Luangpitakchumpol D, Geotechnical Engineering. 38 (2) (2007) 111-116
[5] Weiping Zhu, Min HU, Ping Guo, Mechanics and Engineering. 25 (2003) 32-35
[19] Aizhong Lv, Chinese Journal Of Rock Mechanics And Engineering. 15 (3) (1996) 275-281
[22] Siqing Qin, Chinese Journal Of Rock Mechanics And Engineering. 19 (3) (2000) 138-142
[4] Luangpitakchumpol D, Geotechnical Engineering. 38 (2) (2007) 111-116
[5] Weiping Zhu, Min HU, Ping Guo, Mechanics and Engineering. 25 (2003) 32-35
[19] Aizhong Lv, Chinese Journal Of Rock Mechanics And Engineering. 15 (3) (1996) 275-281
[22] Siqing Qin, Chinese Journal Of Rock Mechanics And Engineering. 19 (3) (2000) 138-142
Online since: October 2025
Authors: Bayo Y. Ogunmola, Sunday Shola Kolajo
Ogunmola1,a*, Sunday Shola Kolajo2,b
1Department of Mechanical Engineering, University of Lagos, Nigeria
2Department of Mechanical Engineering, University of Lagos, Nigeria
abayemi@gmail.com, bkolajo_sunday@yahoo.com
Keywords: finite volume method, longitudinal trapezoidal fin, thermal conductivity, heat transfer coefficient, numerical analysis.
Capturing these dependencies is crucial for accurately modelling many practical engineering applications.
These limitations should be considered when interpreting the results and applying them to specific engineering applications.
Case Studies in Thermal Engineering (2020) 20-22
Ravinda Kirar, “Comparative Study of Rectangular, Trapezoidal and Parabolic Shaped Finned Heat Sink,” IOSR Journal of Mechanical and Civil Engineering, 5 (2013) pp. 1-7
Capturing these dependencies is crucial for accurately modelling many practical engineering applications.
These limitations should be considered when interpreting the results and applying them to specific engineering applications.
Case Studies in Thermal Engineering (2020) 20-22
Ravinda Kirar, “Comparative Study of Rectangular, Trapezoidal and Parabolic Shaped Finned Heat Sink,” IOSR Journal of Mechanical and Civil Engineering, 5 (2013) pp. 1-7
Online since: May 2012
Authors: Jing Zhu, Jun He, Hong Wang, Heng Lin Xiao
Resources Utilization of Municipal Solid Waste Incineration Ash
Henglin Xiaoa, Zhujingb , Hejunc,Wanghongd
（School of Civil Engineering and Architecture,Hubei University of Technology, Wuhan 430068, China）
axiao-henglin@163.com,b878457997@qq.com,c435495749@qq.com,dsd701215@163.com
Key words:municipal solid waste;incineration ash; bottom ash; fly ash; beneficial utilization
Abstract:Incineration is an effective way for amega-city to dispose of its substantial Municipal Solid Waste(MSW) in China.
In addition, engineering and environmental requirements for ash utilization are also analyzed.
[7] Jinxin Li, Jianhua Yan, Chi Yong:Chinese Journal of Electrical Engineering,2003,23(12)：179-183
[11] Jingjing He ,Zhanghua, Qunke Cao: Environmental Chemistry, 2004, 23(1): 38-42 [12] Mangialardi T, Piga L, Schena G: Environmental Engineering, 1998, 15(4): 291-297 [13] Zhanghua, Jingjing He: Environmental Health Enginerring, 2002, 10(1): 6-10 [14] R.
J, Bierman P.M, etal:Journal of Agricultural and Food Chemistry, 1994, 42(6): 1361-1368 [30] Marruzzo G, Medici F, Panei L, etal:Environmental Engineering Science, 2001, 18(3): 159-165
In addition, engineering and environmental requirements for ash utilization are also analyzed.
[7] Jinxin Li, Jianhua Yan, Chi Yong:Chinese Journal of Electrical Engineering,2003,23(12)：179-183
[11] Jingjing He ,Zhanghua, Qunke Cao: Environmental Chemistry, 2004, 23(1): 38-42 [12] Mangialardi T, Piga L, Schena G: Environmental Engineering, 1998, 15(4): 291-297 [13] Zhanghua, Jingjing He: Environmental Health Enginerring, 2002, 10(1): 6-10 [14] R.
J, Bierman P.M, etal:Journal of Agricultural and Food Chemistry, 1994, 42(6): 1361-1368 [30] Marruzzo G, Medici F, Panei L, etal:Environmental Engineering Science, 2001, 18(3): 159-165
Online since: September 2011
Authors: Yong Sheng Zhao, Ming Chen Xue
The Conceptual Design of High-rise Structures
Mingchen Xue1, a, Yongsheng Zhao 1,b
1 School of Architecture ＆ Civil Engineering, Liaocheng University, Shandong, China 252059
a xuemingchen@lcu.edu.cn , b zhaoyongsheng@lcu.edu.cn
Keywords: Concept Design, Structural System, The Layout of Level Elevation, Seismic Defense Lines
Abstract: In this paper, the contents, meaning and importance of conceptual design in the high-rise building structure design are explored from the following respects: structural system, facade layout and multi-channel seismic line.
Introduction Conceptual design is the introduction of basic, comprehensive, global and critical design principles, rules and methods, which is structure engineers using their knowledge of mechanics and engineering experience, from countless accidents, seismic damage, simulation, and using the experience of earthquake damage summed up [1].
Introduction Conceptual design is the introduction of basic, comprehensive, global and critical design principles, rules and methods, which is structure engineers using their knowledge of mechanics and engineering experience, from countless accidents, seismic damage, simulation, and using the experience of earthquake damage summed up [1].
Online since: May 2011
Authors: Stanley R. Russell, Jana Buchter
Compression tests were performed by the USF Department of Civil and Environmental Engineering Structural Testing Lab manager Danny Winters.
Harrison at the University of Florida Department of Nuclear and Radiological Engineering, brick samples were determined to be slightly above the minimum detectable activity [MDA] level.
According to the Florida Building Code adobe blocks with a compressive strength of at least 300psi can be used to make single story structures or 2 story structures if designed by a professional engineer.
Harrison at the University of Florida Department of Nuclear and Radiological Engineering, brick samples were determined to be slightly above the minimum detectable activity [MDA] level.
According to the Florida Building Code adobe blocks with a compressive strength of at least 300psi can be used to make single story structures or 2 story structures if designed by a professional engineer.
Online since: May 2011
Authors: Hui Feng Su, Wei Ning Liu
The Study of the Railway Tunnel on the Area of Wall Rock Pre-injection
Huifeng SU1,a, Weining LIU2,b
1Key Laboratory of Mine Disaster Prevention and Control,Shandong University of Science and Technology, Qingdao, Shandong ,266510, China
2School of Civil Engineering Beijing Jiaotong University, Beijing,100044, China
ashf7521@163.com, bwnliu@bjtu.edu.cn
Key words: Chiefly block, Control drainage, Wall rock lnjection, External water load
Abstract.
Reference [1] 1st Institute of Railway Survey and Design, Southwest Jiaotong University, Construction Techniques Department of the No.18 Engineering Bureau, Study on the forecast and prediction for karst water and water gush of tunnel terrene [R].
Chengdu: Southwest Jiaotong University Engineering, 2002. 49-68 (In Chinese)
Reference [1] 1st Institute of Railway Survey and Design, Southwest Jiaotong University, Construction Techniques Department of the No.18 Engineering Bureau, Study on the forecast and prediction for karst water and water gush of tunnel terrene [R].
Chengdu: Southwest Jiaotong University Engineering, 2002. 49-68 (In Chinese)
Online since: September 2011
Authors: Hong Bing You
China Civil Engineering Journal, 39(6) (2006) 106-110
[6] ZHAO Feng-xin, ZHANG Yu-shan, Artificial ground motion compatible with specified ground shaking peaks and target response spectrum , Earthquake Engineering and Engineering Vibration, 5(1) (2006) 41-48
[6] ZHAO Feng-xin, ZHANG Yu-shan, Artificial ground motion compatible with specified ground shaking peaks and target response spectrum , Earthquake Engineering and Engineering Vibration, 5(1) (2006) 41-48
Online since: October 2012
Authors: Shi Huan, Xu Qi Fan, Chong Xu, Zheng Cheng
Digital image measurement technology for high-rise structure torsion deformation measuring
Shi HUAN a; Chong XU b; Xuqi FAN c; Zheng CHENGd
Civil engineering research center of Guangzhou University, Guangzhou, China
ahuanshi@gzhu.edu.cn,bxuchong@vip.163.com,cxiaoqi198867@126.com, dchengzhen988@live.cn
Keywords：High-rise structure; torsion; Digital image measurement; Real-time monitoring
Abstract：In the field of structural health monitoring, digital image measurement as a new monitoring technology is gradually being widely used.
Fig5-1.a Facade diagram Fig5-1.b Sketch map Established the following coordinate system to the point O as the center,, .Considering the structure of translation reverse and structure of the instrument of measuring angles tilt influence, set measured the local coordinate ，, the ，in the whole coordinate system is ,, torsion angle is: (2) (3) 6 A real engineering measurement This high-rise building is located in Guangzhou.
about 2 minutes’ synchronization dynamic measurement, then processed and analyzed the data, through a conversion get the spectrogram of the torsion. 1 The original data of the no.1 instrument as below, Fig 5-20 The time-displacement curves of X Fig5-21 The time-displacement curves of Y 2 the original data of the no.2 instrument as below, 0 0.2 0.4 0.6 0.8 1 1.2 0 10 20 30 40 50 60 70 80 90 100 Time (t/s) Y(mm) -0.6 -0.5 -0.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3 0 10 20 30 40 50 60 70 80 90 100 Time (t/s) X(mm) Fig 5-22 The time-displacement curves of X Fig 5-23 The time-displacement curves of Y 3 the torsion angle and power spectra according to the measurement Fig 5-24 The time-history curves of the torsion angle Fig 5-25 The power spectrum chart of the torsion The main parameters of the high-rise structure dynamic deformation and the torsion of the high-rise structure measurement had been realized by the engineering
Fig5-1.a Facade diagram Fig5-1.b Sketch map Established the following coordinate system to the point O as the center,, .Considering the structure of translation reverse and structure of the instrument of measuring angles tilt influence, set measured the local coordinate ，, the ，in the whole coordinate system is ,, torsion angle is: (2) (3) 6 A real engineering measurement This high-rise building is located in Guangzhou.
about 2 minutes’ synchronization dynamic measurement, then processed and analyzed the data, through a conversion get the spectrogram of the torsion. 1 The original data of the no.1 instrument as below, Fig 5-20 The time-displacement curves of X Fig5-21 The time-displacement curves of Y 2 the original data of the no.2 instrument as below, 0 0.2 0.4 0.6 0.8 1 1.2 0 10 20 30 40 50 60 70 80 90 100 Time (t/s) Y(mm) -0.6 -0.5 -0.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3 0 10 20 30 40 50 60 70 80 90 100 Time (t/s) X(mm) Fig 5-22 The time-displacement curves of X Fig 5-23 The time-displacement curves of Y 3 the torsion angle and power spectra according to the measurement Fig 5-24 The time-history curves of the torsion angle Fig 5-25 The power spectrum chart of the torsion The main parameters of the high-rise structure dynamic deformation and the torsion of the high-rise structure measurement had been realized by the engineering
Online since: December 2010
Authors: Tian Qing Ling, Shu Guang Zhang, Xiu Lei Li
Study on Light–colored Technology of Highway Tunnel Pavement
Tianqing Ling1,a , Shuguang Zhang 2,b and Xiulei Li 1,c
1School of Civil Engineering and Architecture, Chongqing Jiaotong University-China
2 Tianjin Municipal & Hightway Engineering Research Institute-China
alingtq@163.com, bzhshuguang@163.com, c879215800@qq.com
Keywords:Highway tunnel; Light-colored pavement technology; pavement performance; Light-colored performance
Abstract.
Asphalt: Using heavy traffic asphalt(penetration 70) made in China, the indicators are in line with requirements refer to the method of testing in " Standard Test Methods of Bitumen and Bituminous Mixture for Highway Engineering " (JTJ 052-2000); Aggregate: aggregate use the local production of limestone in Chongqing, its largest diameter is 16mm; Slag: use an ordinary limestone; Light-colored materials: broken glass was the ordinary glass bought from a waste collection stations in Chongqing.
Asphalt: Using heavy traffic asphalt(penetration 70) made in China, the indicators are in line with requirements refer to the method of testing in " Standard Test Methods of Bitumen and Bituminous Mixture for Highway Engineering " (JTJ 052-2000); Aggregate: aggregate use the local production of limestone in Chongqing, its largest diameter is 16mm; Slag: use an ordinary limestone; Light-colored materials: broken glass was the ordinary glass bought from a waste collection stations in Chongqing.