Littérature scientifique sur le sujet « Civil Engineering not elsewhere classified »
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Articles de revues sur le sujet "Civil Engineering not elsewhere classified"
Bhosale, Mihir, B. K. Bhavathrathan et Gopal R. Patil. « Red Light Running at Heterogeneous Saturated Intersections in Mumbai, India : On the Existence of Two Regimes and Causal Factors ». Transportation Research Record : Journal of the Transportation Research Board 2619, no 1 (janvier 2017) : 75–84. http://dx.doi.org/10.3141/2619-08.
Texte intégralAhmad, Hesham S., Maha D. Ayoush et Majed S. Al-Alwan. « Causes of delay to public infrastructure projects according to engineers representing different contract parties ». Built Environment Project and Asset Management 10, no 1 (17 décembre 2019) : 153–79. http://dx.doi.org/10.1108/bepam-03-2019-0026.
Texte intégralFullalove, S. K. « Elsewhere inICE Proceedings ». Proceedings of the Institution of Civil Engineers - Engineering Sustainability 158, no 1 (mars 2005) : 49–53. http://dx.doi.org/10.1680/ensu.2005.158.1.49.
Texte intégralFullalov, S. K. « Elsewhere inICE Proceedings ». Proceedings of the Institution of Civil Engineers - Engineering Sustainability 159, no 1 (mars 2006) : 41–45. http://dx.doi.org/10.1680/ensu.2006.159.1.41.
Texte intégralFullalove, S. K. « Elsewhere inICE Proceedings ». Proceedings of the Institution of Civil Engineers - Engineering Sustainability 160, no 1 (mars 2007) : 46–53. http://dx.doi.org/10.1680/ensu.2007.160.1.46.
Texte intégralFullalove, S. K. « Elsewhere inICE Proceedings ». Proceedings of the Institution of Civil Engineers - Engineering Sustainability 161, no 2 (juin 2008) : 143–48. http://dx.doi.org/10.1680/ensu.2008.161.2.143.
Texte intégralFullalove, S. K. « Elsewhere inICE Proceedings ». Proceedings of the Institution of Civil Engineers - Engineering Sustainability 162, no 1 (mars 2009) : 47–53. http://dx.doi.org/10.1680/ensu.2009.162.1.47.
Texte intégralFullalove, Simon. « Elsewhere inICE Proceedings ». Proceedings of the Institution of Civil Engineers - Municipal Engineer 157, no 1 (mars 2004) : 69–75. http://dx.doi.org/10.1680/muen.2004.157.1.69.
Texte intégralFullalove, S. K. « Elsewhere inICE Proceedings ». Proceedings of the Institution of Civil Engineers - Municipal Engineer 158, no 1 (mars 2005) : 71–77. http://dx.doi.org/10.1680/muen.2005.158.1.71.
Texte intégralFullalove, S. K. « Elsewhere inICE Proceedings ». Proceedings of the Institution of Civil Engineers - Municipal Engineer 159, no 1 (mars 2006) : 51–57. http://dx.doi.org/10.1680/muen.2006.159.1.51.
Texte intégralThèses sur le sujet "Civil Engineering not elsewhere classified"
(5930270), Mehdi Shishehbor. « Numerical Investigation on the Mechanical Properties of Neat Cellulose Nanocrystal ». Thesis, 2020.
Trouver le texte intégral(5929580), Man Chung Chim. « Prototype L-band Synthetic Aperture Radar on Low-altitude / Near-ground Platforms ». Thesis, 2020.
Trouver le texte intégral(6616565), Yunchang Zhang. « PEDESTRIAN-VEHICLE INTERACTIONS AT SEMI-CONTROLLED CROSSWALKS : EXPLANATORY METRICS AND MODELS ». Thesis, 2019.
Trouver le texte intégralA large number of crosswalks are indicated by pavement markings and signs but are not signal-controlled. In this study, such a location is called “semi-controlled”. In locations where such a crosswalk has moderate amounts of pedestrian and vehicle traffic, pedestrians and motorists often engage in a non-verbal “negotiation”, to determine who should proceed first.
In this study, 3400 pedestrian-motorist non-verbal interactions at such semi-controlled crosswalks were recorded by video. The crosswalk locations observed during the study underwent a conversion from one-way operation in Spring 2017 to two-way operation in Spring 2018. This offered a rare opportunity to collect and analyze data for the same location under two conditions.
This research explored factors that could be associated with pedestrian crossing behavior and motorist likelihood of decelerating. A mixed effects logit model and binary logistic regression were utilized to identify factors that influence the likelihood of pedestrian crossing under specific conditions. The complementary motorist models used generalized ordered logistic regression to identify factors that impact a driver’s likelihood of decelerating, which was found to be a more useful factor than likelihood of yielding to pedestrian. The data showed that 56.5% of drivers slowed down or stopped for pedestrians on the one-way street. This value rose to 63.9% on the same street after it had been converted to 2-way operation. Moreover, two-way operation eliminated the effects of the presence of other vehicles on driver behavior.
Also investigated were factors that could influence how long a pedestrian is likely to wait at such semi-controlled crosswalks. Two types of models were proposed to correlate pedestrian waiting time with various covariates. First, survival models were developed to analyze pedestrian wait time based on the first-event analysis. Second, multi-state Markov models were introduced to correlate the dynamic process between recurrent events. Combining the first-event and recurrent events analyses addressed the drawbacks of both methods. Findings from the before-and-after study can contribute to developing operational and control strategies to improve the level of service at such unsignalized crosswalks.
The results of this study can contribute to policies and/or control strategies that will improve the efficiency of semi-controlled and similar crosswalks. This type of crosswalk is common, so the benefits of well-supported strategies could be substantial.
(5930783), Chintan Hitesh Patel. « Pack Rust Identification and Mitigation Strategies for Steel Bridges ». Thesis, 2019.
Trouver le texte intégral(5930969), Augustine M. Agyemang. « THE IMPACTS OF ROAD CONSTRUCTION WORK ZONES ON THE TRANSPORTATION SYSTEM, TRAVEL BEHAVIOR OF ROAD USERS AND SURROUNDING BUSINESSES ». Thesis, 2019.
Trouver le texte intégralIn our daily use of the transportation system, we are faced with several road construction work zones. These construction work zones change how road users interact with the transportation system due to the changes that occur in the system such as increased travel times, increased delay times and vehicle stopped times. A microscopic traffic simulation was developed to depict the changes that occur in the transportation system. The impacts of the changes in the transportation system on the human travel behavior was investigated using ordered probit and logit models using five independent variables; age, gender, driving experience, annual mileage and percentage of non-work trips. Finally, a business impact assessment framework was developed to assess the impact of the road construction work zones on various businesses categories such as grocery stores, pharmacy, liquor stores and fast foods. Traffic simulation results showed that the introduction of work zones in the road network introduces an increase in delay times, vehicle stopped times, and travel times. Also, the change in average travel times, delay times and vehicle stopped times differed from road link to link. The observed average changes saw an increase as high as 318 seconds per vehicle, 237 seconds per vehicle and 242 seconds per vehicle for travel time, delay time and vehicle stopped time, respectively, for the morning peak period. An average increase as high as 1607 seconds per vehicle, 258 seconds per vehicle and 265 seconds per vehicle was observed for travel time, delay time and vehicle stopped time, respectively, for the afternoon peak period. The statistical model results indicated that, on a work trip, a high driving experience, high annual mileage, and high percentage of non-work trips makes an individual more likely to change their route. The results also showed gender difference in route choice behavior. Concerning business impacts, businesses in the work zone were impacted differently with grocery and pharmacy stores having the highest and lowest total loss in revenue, respectively.
(11178147), Hala El Fil. « Shear Response of Rock Discontinuities : Through the Lens of Geophysics ». Thesis, 2021.
Trouver le texte intégralFailure along rock discontinuities can result in economic losses as well as loss of life. It is essential to develop methods that monitor the response of these discontinuities to shear loading to enable prediction of failure. Laboratory experiments are performed to investigate geophysical techniques to monitor shear failure of a pre-existing discontinuity to detect signatures of impending failure. Previous studies have detected precursors to shear failure in the form of maxima of transmitted waves across a discontinuity under shear. However, those experiments focused on well-matched discontinuities. However, in nature, rock discontinuities are not always perfectly matched because the asperities may be weathered by chemical, physical or mechanical processes. Further, the specific shear mechanism of mismatched discontinuities is still poorly understood. In this thesis, the ability to detect seismic precursors to shear failure for various discontinuity conditions—well-matched (rough and saw-tooth), mismatched (rough), and nonplanar (discontinuity profile with a half-cycle sine wave (HCS))—was assessed. The investigation was carried out through a coupled geophysical and mechanical experimental program that integrated detailed laboratory observations at the micro- and meso-scales. Shear experiments on gypsum discontinuities were conducted to observe changes in compressional (P) and shear (S) waves transmitted across the discontinuity. Digital Image Correlation (DIC) was used to quantify the vertical and horizontal displacements along the discontinuity during shearing to relate the location and magnitude of slip with the measured wave amplitudes.
Results from the experiments conducted on planar, well-matched rough discontinuities (grit 36 sandpaper roughness) showed that seismic precursors to failure took the form of peaks in the normalized transmitted amplitude prior to the peak shear stress. Seismic wave transmission detected non-uniform dilation and closure of the discontinuity at a normal stress of 1 MPa. The results showed that large-scale roughness (presence of a HCS) could mask the generation of precursors, as it can cause non-uniform closure/dilation along the fracture plane at low normal stress.
The experiments on idealized saw-toothed gypsum discontinuities showed that seismic precursors to failure appeared as maxima in the transmitted wave amplitude and conversely as minima in the reflected amplitudes. Converted waves (S to P & P to S) were also detected, and their amplitudes reached a maximum prior to shear failure. DIC results showed that slip occurred first at the top of the specimen, where the load was applied, and then progressed along the joint as the shear stress increased. This process was consistent with the order of emergence of precursors, i.e., precursors were first recorded near the top and later at the center, and finally at the bottom of the specimen.
Direct shear experiments conducted on specimens with a mismatched discontinuity did not show any precursors (in the transmitted amplitude) to failure at low normal stresses (2 MPa), while those precursors appeared at higher normal stresses (5 MPa). The interplay between wave transmission, the degree of mismatch, and the discontinuity’s micro-physical, -chemical and -mechanical properties was assessed through: (1) 3D CT in-situ Xray scans to quantify the degree of mismatch at various normal stresses; (2) micro-indentation testing, to measure the micro-strength of the asperities; and (3) Scanning Electron Microscopy (SEM) and Electron Xray Diffraction (EDX), to study the micro-structure and chemical composition of the discontinuity. The X-ray results showed that contact between asperities increased with normal stress, even when the discontinuity was mismatched. The results indicated that: (1) at 2 MPa, the void aperture was large, so significant shear displacement was needed to interlock and damage the asperities; and (2) the micro-hardness of the asperities of the mismatched discontinuity was larger than that of the well-matched discontinuity, which points to inducing less damage for the same shear displacement. Both mechanisms contribute to the need for larger shear displacements to the mismatched discontinuity asperities to cause damage, which is consistent with the inability to detect seismic precursors to failure. The experimental results suggest that monitoring changes in transmitted wave amplitude across a discontinuity is a promising method for predicting impending failure for well-matched rock discontinuities. Precursor monitoring for mismatched rock discontinuities seems only possible when there is sufficient contact between the two rock surfaces, which occurs at large normal stresses.
(7041299), Sijia Wang. « Post-Fire Assessment of Concrete in Bridge Decks ». Thesis, 2019.
Trouver le texte intégralIn recent years, there have been a number of truck fires involving bridges with concrete components. If the fire burns for a significant period of time, the structural integrity of concrete components could be damaged due to fire. Research-based guidance for evaluating the level of fire damage is currently unavailable and would be beneficial for post-fire bridge inspectors.
This research project focused on evaluating the effects of fire induced damage on concrete bridge deck elements. In order to achieve this goal, a series of controlled heating experiments and material analysis were conducted. Two concrete bridge deck specimens from the I-469 bridge over Feighner Road were heated for different time durations (40 - 80 min.) following the ISO-834 temperature-time curve. The deck specimens were cooled naturally after the specific heating durations. The temperature profiles through the depth of deck specimens were measured during heating and cooling. After testing, concrete samples were taken from the deck specimens for material analysis. Different types of material tests were conducted on samples taken from the undamaged and damaged deck specimens. The material test results were used to evaluate the effects of fire induced damage on the concrete microstructure, and to correlate the microstructure degradation with the through-depth temperature profiles of deck specimens.
From the experimental results, several critical parameters that can affected by fire temperature and duration were discussed: (i) through-depth temperature profiles of deck specimens, (ii) cracks on the exposed surface of deck specimens, (iii) color changes of deck specimens, (iv) microstructure of heated concrete samples, (v) content of calcium hydroxide in fire damaged concrete samples at various depths. Based on the results from heating experiments and observations from material analysis, recommendations and guidance for evaluating concrete decks subjected to realistic fire scenarios are provided to assist bridge inspectors.
(5930996), Linji Wang. « EVALUATION OF VEGETATED FILTER STRIP IMPLEMENTATIONS IN DEEP RIVER PORTAGE-BURNS WATERWAY WATERSHED USING SWAT MODEL ». Thesis, 2019.
Trouver le texte intégral(5930987), Mingda Lu. « ASSESSING THE PERFORMANCE OF BROOKVILLE FLOOD CONTROL DAM ». Thesis, 2019.
Trouver le texte intégral(7046339), Luz Maria Agudelo Urrego. « FINITE ELEMENT MODELING OF BURIED ARCHED PIPES FOR THE ESTIMATION OF MAXIMUM FILL COVERS ». Thesis, 2019.
Trouver le texte intégralLivres sur le sujet "Civil Engineering not elsewhere classified"
Barber, Thomas Walter. Civil Engineering Types & Devices : A Classified and Illustrated Index of Plant, Constructions, Machines, Materials, Means & Methods. Creative Media Partners, LLC, 2018.
Trouver le texte intégralBarber, Thomas Walter. Civil Engineering Types & Devices : A Classified and Illustrated Index of Plant, Constructions, Machines, Materials, Means & Methods. Franklin Classics, 2018.
Trouver le texte intégralBarber, Thomas Walter. Civil Engineering Types & Devices : A Classified and Illustrated Index of Plant, Constructions, Machines, Materials, Means & Methods. Creative Media Partners, LLC, 2018.
Trouver le texte intégral1943-, Booth Stephen, et Institution of Civil Engineering Surveyors., dir. The Surveyor's guide to civil engineering plant : A guide to current and former models of construction plant classified according to the FCEC dayworkschedules. Altrincham : Institution of Civil Engineering Surveyors, 1988.
Trouver le texte intégralStephen, Booth, Federation of Civil Engineering Contractors (Great Britain) et Institution of Civil Engineering Surveyors., dir. The Surveyors' guide to civil engineering plant : A guide to current and former models of construction plant classified according to the FCEC Daywork Schedules. Altrincham, Cheshire : Institution of Civil Engineering Surveyors, 1988.
Trouver le texte intégral1943-, Booth Stephen, et Institution of Civil Engineering Surveyors., dir. The surveyor's guide to civil engineering plant : A guide to current and former models of construction plant : classified according to the FCEC Daywork Schedules, edition dated 22.1.90. Altrincham : Institution of Civil Engineering Surveyors, 1995.
Trouver le texte intégralvan Eeten, Michel J. G., et Emery Roe. Ecology, Engineering, and Management. Oxford University Press, 2002. http://dx.doi.org/10.1093/oso/9780195139686.001.0001.
Texte intégralChapitres de livres sur le sujet "Civil Engineering not elsewhere classified"
Rizzo, Maria, et Patrizia Gasparini. « Forest Health ». Dans Springer Tracts in Civil Engineering, 447–68. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98678-0_10.
Texte intégral« A CLASSIFIED CATALOGUE OF SCIENTIFIC WORKS ». Dans CIVIL ENGINEERING AS APPLIED IN CONSTRUCTION, 1–33. Thomas Telford Publishing, 2011. http://dx.doi.org/10.1680/ceaaic.50785.bm02.
Texte intégralChin, Hoong-Chor, et Yueying Wang. « Smart, Sustainable, and Safe Urban Transportation Systems ». Dans Civil and Environmental Engineering, 408–33. IGI Global, 2016. http://dx.doi.org/10.4018/978-1-4666-9619-8.ch016.
Texte intégralErol, Serpil, et Zafer Yilmaz. « A Literature Survey for Hazardous Materials Transportation ». Dans Advances in Civil and Industrial Engineering, 371–93. IGI Global, 2016. http://dx.doi.org/10.4018/978-1-4666-8648-9.ch014.
Texte intégralBalasubramanian, K. R., V. Senthilkumar et Divakar Senthilvel. « Introduction to Additive Manufacturing ». Dans Advances in Civil and Industrial Engineering, 1–24. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-4054-1.ch001.
Texte intégralRenna, Paolo. « A Review of Research of Coordination Approaches in Distributed Production Systems ». Dans Advances in Civil and Industrial Engineering, 93–112. IGI Global, 2013. http://dx.doi.org/10.4018/978-1-4666-2098-8.ch006.
Texte intégralUrban, Andrew. « Humanitarianism’s Markets ». Dans Brokering Servitude. NYU Press, 2017. http://dx.doi.org/10.18574/nyu/9780814785843.003.0003.
Texte intégralDabiri, Sina, Kaveh Bakhsh Kelarestaghi et Kevin Heaslip. « Probe People and Vehicle-Based Data Sources Application in Smart Transportation ». Dans Artificial Intelligence and Machine Learning Applications in Civil, Mechanical, and Industrial Engineering, 162–95. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-0301-0.ch010.
Texte intégralGalpin, Vashti. « Women in Technology in Sub-Saharan Africa ». Dans Global Information Technologies, 1681–88. IGI Global, 2008. http://dx.doi.org/10.4018/978-1-59904-939-7.ch122.
Texte intégralActes de conférences sur le sujet "Civil Engineering not elsewhere classified"
Geng Shuwei. « The peak acceleration attenuation relations based on side classified criterion in current seismic design code ». Dans 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5774378.
Texte intégralShibutani, Tadahiro, Tetsu Tsuruga, Qiang Yu et Masaki Shiratori. « Interface Strength Between Sub-Micron Thin Films in Opening and Sliding Delamination Modes ». Dans ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-39631.
Texte intégralAbdulmawjoud, Ayman, et Abdulkhalik AL-Taei. « Pedestrians Crossing Behavior Models on Midblock Suburban Area in Dohuk City ». Dans INTERNATIONAL CONFERENCE ON ARCHITECTURAL AND CIVIL ENGINEERING 2020. Cihan University-Erbil, 2021. http://dx.doi.org/10.24086/aces2020/paper.242.
Texte intégralHall, S. « New Eyes in the Deep – the rise of marine autonomous systems for civil and defence purposes, and a brief look at laws and regulations that apply to their use ». Dans International Conference on Marine Engineering and Technology Oman. London : IMarEST, 2019. http://dx.doi.org/10.24868/icmet.oman.2019.007.
Texte intégralWang, Haiyang, Chenxiu Song et Quanyuan Gao. « Study and Compare on Classification and Management Requirements of Domestic and Foreign Research Reactors ». Dans 2013 21st International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/icone21-15412.
Texte intégralMarchenko, Nataliya. « Navigation in the Russian Arctic : Sea Ice Caused Difficulties and Accidents ». Dans ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10546.
Texte intégralCaputo, Antonio C., et Alessandro Vigna. « Numerical Simulation of Seismic Risk and Loss Propagation Effects in Process Plants : An Oil Refinery Case Study ». Dans ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65465.
Texte intégralModoni, Giuseppe, Paolo Croce, Roberta Proia et Rose Line Spacagna. « Guidelines and codes for liquefaction mitigation by ground improvement ». Dans IABSE Symposium, Guimarães 2019 : Towards a Resilient Built Environment Risk and Asset Management. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0810.
Texte intégralCoda, Alberto, Andrea Cadelli et Francesco Butera. « Recent Advances in Materials Development for Emerging SMA Applications ». Dans ASME 2014 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/smasis2014-7441.
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