Search results

Temperature Zoning of Libya Desert for Asphalt Mix Design Hassan Awadat Salem1,a,Djordje Uzelac2,b, BojanMatic3,c 1Department of Civil Engineering, Novi Sad University, Serbia 2Department of Civil Engineering, Novi Sad University, Serbia 4Department of Civil Engineering, Novi Sad University, Serbia a has712002@yahoo.co.uk, b uzelac.djordje@gmail.com c,bojan.matich@gmail.com Keywords: Superpave, Temperature Zoning, Performance Grade, Penetration Grade, SHRP, LTPP Abstract: The current asphalt binder specifications in Libya are based on the Penetration Grade: penetration test is performed at 25°C.
Among these, models for the prediction of high and low pavement temperatures based upon the air temperature data was established during the Strategic Highway Research Program (SHRP).However, later SHRP established the Long Term Pavement Performance (LTPP) program to support a broad range of pavement performance analysis leading to improved engineering tools to design, construct, and manage pavements.
School of Civil and Environmental Engineering (NIT), National University of Science and Technology (NUST), Master Thesis

Analysis of Demand and Distribution of Blue Water in the Malikussaleh University Medical Building Using EPANET Software Fasdarsyah Fasdarsyah1,a, Teuku Mudi Hafli2,b, Putri Mardhatillah3,c*, Adzuha Desmi4,d, Yovi Chandra5,e 1Department of Civil Engineering, Universitas Malikussaleh, Aceh, Indonesia afasdarsyah@unimal.ac.id, bteukumudi@unimal.ac.id, cputrimardhatillah19@gmail.com, dadz.desmi@gmail.com, eyovic78@gmail.com Keywords: Distribution, Demand, Analysis.
[7] Gunawan, H.N., Wuisan, E.M. and Tanudjaja, L. 2018 “Planning of Clean Water Supply System in Lanut Village, Modayag District, East Bolaang Mongondow,” Journal of Civil Statics, 6(10), pp. 801-812
Jakarta Kusumajati, B., Solichin and Koosdayani 2016 “Analysis of water distribution in the drinking water supply system of Sebelas Maret University Campus with Epanet,” Journal of Civil Engineering Matrix2, 2(1), pp. 806-813
Faculty of Engineering, North Suamtera University
Pusri Palembang Housing Complex Using Epanet 2.0, Journal of Civil and Environmental Engineering

The search for preserving the environment and avoiding the scarcity of natural resources leads civil construction to seek new technical measures tending to the sustainability of its activities, among them, the use of soil-cement bricks and construction and demolition waste (CDW), contributing to the reduction of materials discarded and costs in the works.
Introduction The use of construction and demolition waste (CDW) stands out as an alternative to sustainability, seeking to value the materials discarded in the works and engineering materials, attributing them the status of noble material.
In relation to the valorization of the materials discarded in construction and engineering materials, the soil-cement brick produces a smaller quantity of residues, and the residues of other constructions can also be used for its manufacture.
In order to rationalize materials, labor and reduce waste rates at construction sites, the production of CDW soil-cement bricks becomes an excellent solution for civil construction by using low-consumption building materials Energy and promote an effective impact on environmental conservation [9,10].
Acknowledgment To the Construction Materials Laboratory of UFPI Technology Center, the Mechanical Testing and Metallography Laboratory of UFPI Technology Center, the Camilo Filho Institute Soil Laboratory, and the 2nd Construction Engineering Battalion.

Research on Modal Parameter Identification of the Cable Stayed Bridges based on the Singular Value Decomposition of the Power Spectrum Hongxia Xiong1, a, Cifeng Qin2,b and Yang Jiang3,c 1,3 School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China 2 CCCC Second Harbor Engineering Co., Ltd., Wuhan 430040, China axionghongxia@126.com, c1069372918@qq.com Keywords: Bridge Engineering, Modal parameter identification, Singular value decomposition, Power spectrum, Ambient vibration, Cable stayed bridge.
Introduction In recent years, in order to ensure the safety and durability of the large civil engineering structure, many long-span bridges and super-tall buildings have established the real-time health monitoring system.
Conclusion Ientify process for this paper showed that modal parameter identification algorithms based on power spectrum singular value decomposition has overcomed the subjectivity of peak frequency domain method to select mode,it can select a characteristic frequency and identification close mode precisely and objectively with the characteristics of simple practical processing quickly, can be in practical engineering application.
Journal of Structural Engineering. 2002, 128(10): 1354～1361
Application of Stochastic Subspace Modal Parameter Identification in the Bridge Towers[J] ．Earthquake Engineering and Engineering Vibration2006.26(10): 183～187 [5] Chalko T J, Haritos N.

symposium of civil engineering society,1995, 525/I-33: 319-330 (In Japanese) [2] Qingkuan Liu, Xinmin Wang, Shizhong Qiang.
China Civil Engineering Journal, 2001, 34 (2): 50-54 (In Chinese) [3] Xiaozhen Li, Jing Cai, Shizhong Qiang.
China Civil Engineering Journal, 2004, 37 (3): 73-79 (In Chinese) [4] Yuzhi Zhang, Qiao Li, Honggao Man.
China Civil Engineering Journal, 2011, 44(9): 71-80(In Chinese) [7] Qinghua Zhang, Qiao Li.
China Civil Engineering Journal, 2012, 45(7): 120-126 (In Chinese) [8] Qinghua Zhang, Qiao Li.

Freeze-thaw Durability of Portland Cement Concrete Subjected to Aircraft Deicer Haiyan Ma1, a, Hongfa Yu2,b, Wentao Cao3,c, Kang Bai4,d, Peng Zhou5,e, and Lijuan Han 6,f 1 Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing, Jiangsu, 210016, China 2 Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing, Jiangsu, 210016, China 3 Jiangsu Transportation Research Institute Co.
Civil Aviation Science & Technology (in Chinese), 2000, (3):74-75 [5] HU Shuanke.
Ningxia Engineering Technology(in Chinese), 2003,2(2):177-180 [6] ZHAO Xiaolong, Journal of Harbin University of Civil Engineering and Architecture(in Chinese), 2002,35(5):81-83 [7] Van Dam T.J.
Journal of Traffic and Transportation Engineering(in Chinese),2004,4(2):1-5 [11] YU Hongfa, SUN Wei, YAN Lianghui et al.

Video Analysis of Conflict Situations and Parking Problem Vladislav Krivda1,a and Ivana Mahdalova2,b 1VSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Transport Constructions, Ludvika Podeste 1875, 708 33 Ostrava-Poruba, Czech Republic 2VSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Transport Constructions, Ludvika Podeste 1875, 708 33 Ostrava-Poruba, Czech Republic avladislav.krivda@vsb.cz, bivana.mahdalova@vsb.cz Keywords: Road Transport, Video Analysis, Conflict Situation, Parking.
From the video recording we can also evaluate other traffic engineering data, e.g. traffic volumes and their directions, average control delays, etc.
Vols. 409-410, pp. 1122-1125, ISSN print 1660-9336, ISSN cd 1660-9336, ISSN web 1662-7482. doi: 10.4028/www.scientific.net/AMM.409-410.1122; ISBN print 978-3-03785-858-5 (2nd International Conference on Civil, Architectural and Hydraulic Engineering, July 27-28, 2013, Zhuhai, China; ICCAHE 2013; CAHE 2013).
Ostrava: VSB-TU Ostrava, Faculty of Civil Engineering (2012), in Czech

Random Decrement Technique Based on the Sampling Methods Chuanxiong Zhang1, 3, a, Wenhai Shi2, 3, b and Zhengnong Li3, c 1 Oujiang College, Wenzhou University, Wenzhou, China 2 College of Architectural and Civil Engineering, Wenzhou University, Wenzhou, China 3 College of Civil Engineering, Hunan University, Changsha, China azcx0568@163.com, bwhshi@126.com, czhn88@263.net Keywords: Random Decrement Technique; Sampling Theory; Pps Sampling; Two-Stage Sampling; Damping Ratio; Frequency Abstract.
Therefore, it has been widely implemented in modal and damping ratio parameter identification of civil engineering field.
Colorado: Department of Civil Engineering, Ph.D.
Journal of Wind Engineering and Industry Aerodynamics, Vol. 74-76 (1998), p. 741-750

Transverse and Longitudinal Harmonic Wave in Layered Structure Made of Hyperelastic Materials Major Maciej1,a, Niemiro Judyta1,b, Major Izabela1,c* and Brožovský Jiří2,d 1Faculty of Civil Engineering, Czestochowa University of Technology, Akademicka 3 street, 42-200 Częstochowa, Poland 2Faculty of Civil Engineering, VŠB - Technical University Ostrava, Ludvíka Podéště 1875/17, 708 33 Ostrava – Poruba, Czech Republic ammajor@bud.pcz.czest.pl, bjudyta.niemiro@wp.pl, cimajor@bud.pcz.czest.pl, djiri.brozovsky@vsb.cz Keywords: Harmonic wave, the layer composite, Blatz-Ko material, hyperelastic material.
Bhadoria, Computational analysis of composite layered structure using ABAQUS software for engineering applications, International Conference on Innovation and Challenges in Cyber Security (ICICCS-INBUSH), Noida (2016), 236-239
Sobek, Numerical study of failure of cementitious composite specimens in modified compact tension fracture test, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. 13(2) (2013) 180–187 [10] V.
Civil Engineering Series, 14(2) (2014) 85-92

The specimen creation process and testing were conducted in the Physics and Civil Engineering Laboratory at the Universitas Negeri Medan.
Civil and Environmental Engineering, 0(0), 424–429. https://doi.org/10.2478/cee-2022-0039 [6] Harahap, V., & Harahap, M.H. (2013).
Journal of The Civil Engineering Student, 4(3), 274–280
Bina Darma Conference on Engineering Science, 3(2), 896–903. http://conference.binadarma.ac.id/ index.php/BDCES [10] Pujiono, A., Riyanto, D., Pujianto, A., & Soebandono, B. (2013).
Journal of Infrastructure and Civil Engineering, 02(01), 34– 46