Relevant bibliographies by topics / Construction simulator

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Construction simulator'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Construction simulator"

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Nikolic, Dragana, Shrimant Jaruhar, and John I. Messner. "Educational Simulation in Construction: Virtual Construction Simulator." Journal of Computing in Civil Engineering 25, no. 6 (November 2011): 421–29. http://dx.doi.org/10.1061/(asce)cp.1943-5487.0000098.

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Lu, Xueqing, and Steven Davis. "Priming effects on safety decisions in a virtual construction simulator." Engineering, Construction and Architectural Management 25, no. 2 (March 19, 2018): 273–94. http://dx.doi.org/10.1108/ecam-05-2016-0114.

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Purpose The purpose of this paper is to investigate the influence of priming on people’s risk perceptions and safety decisions in a virtual construction simulator. Design/methodology/approach Civil engineering students were recruited to interact with a virtual reality (VR) safety simulator. They were divided into four groups covering with and without sound and with and without priming factors. Data were collected on the risks that they perceived and the safety levels of their actions. Findings It was found that obvious stimuli in a virtual environment with sound help people to recognise more hazards near the location of the stimuli. Sound is helpful in training simulations to create high levels of presence. However, priming factors are not suitable to be added to VR simulators for training purposes. Priming of safe choice results in people taking fewer risks in the VR simulator, but this does not carry over into other situations. Compared to priming effects, being “injured” in a training simulator with sound improves trainees’ ability to make safe decisions. Originality/value VR simulation is helpful in construction training because of its unique ability to give trainees exposure to dangerous situations without physical risk. However, the overloading the working memory of users is detrimental to the outcomes. Therefore, the optimum level of complexity in VR simulators should be further studied.
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Allaert, W., Annemieke Van Haver, and Jan Quintelier. "Dynamic spine simulator: design and construction." International Journal Sustainable Construction & Design 1, no. 1 (November 6, 2010): 13. http://dx.doi.org/10.21825/scad.v1i1.20389.

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MD Isa, Siti Fazlina, A. T. S. Azhar, and M. Aziman. "Design, Operation and Construction of a Large Rainfall Simulator for the Field Study on Acidic Barren Slope." Civil Engineering Journal 4, no. 8 (August 27, 2018): 1851. http://dx.doi.org/10.28991/cej-03091119.

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The utilization of rainfall simulators has turned out to be more far reaching with the automated instrumentation and control systems. This paper portrays a rainfall simulator designed for analysis of erosion on steep (2.5H: 1V). A rainfall simulator designed to perform experiments in slope is introduced. The large scale of the apparatus allows the researcher to work in remote areas and on steep slopes. This simulator was designed to be effortlessly set up and kept up as well as able and additionally ready to create a variety of rainfall regimes. The nozzle performance tests and lateral spacing tests were performed at Research Center for Soft Soil (RECESS), which is another Research and Development (R and D) activity by Universiti Tun Hussein Onn Malaysia. This test system is the standard for research involving simulated rainfall. The rainfall simulator is a pressurized nozzle type simulator. It discharges uniform rainfall on a square plot 6 m wide by 6 m (19.685 ft) long. The fundamental parts of a sprinkler rainfall simulator are a nozzle, a structure in which installs the nozzle, and the connections with the water supply and the pumping system. The structure of the test system was manufactured created with four fixed hollow rectangular galvanised on which a header with 25 nozzles attached to it. The nozzles are spaced 1 m apart. Flow meters control the inflow of water from the storage tank, ensuring each nozzle has a similar release rate, regardless of the introduction of the test system. The tank that was utilized has the 200 gallons of water which is 757.08 Lit and the full with water in tank can run the artificial rainfall simulation roughly around 50 to 60 minutes. The support system is collapsible, easy to set up and maintain. The subsequent test system is conservative (under RM9,000 to build), made with industrially accessible parts, simple to set-up and maintain and highly accurate.
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Zolotozubov, D. G., S. V. Kaloshina, S. A. Sazonova, and D. A. Tatiannikov. "RATIONAL PLACEMENT OF WAREHOUSES AT THE CONSTRUCTION SITE." Construction and Geotechnics 11, no. 3 (December 15, 2020): 117–26. http://dx.doi.org/10.15593/2224-9826/2020.3.10.

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Rational construction site planning is especially important when building in cramped urban environments. This requires good training of qualified professionals. Currently, the system of higher professional education imposes new requirements on the technologies of vocational training. The introduction of interactive teaching methods and the improvement of the scientific, methodological and material and technical base are the most important stages on the way to the transition to a new level of education. This process is facilitated by practical exercises using electronic reference books and electronic simulators. As an example, the organization of the interactive form of a practical lesson "Designing temporary warehouses for a construction site" is considered. The lesson is part of the course for training specialists in the development of building master plans. The structure and organization of the lesson is described. It includes such forms of interactive teaching methods as mini-lecture, case-method, discussion. During the lesson, students actively participate in the discussion of the issues under consideration. They offer their own options for solving the tasks assigned to them. Consolidation of the acquired skills for calculating warehouse areas is carried out using an electronic simulator. The simulator allows you to optimize the required warehouse area. To do this, the simulator enters the initial data on the materials required for the construction of the facility. The ability to vary various parameters is provided. The simulator makes it easier to assimilate the studied material. The proposed simulator can also be used for practical purposes, for example, for rational planning of a construction site.
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Sun, Carlos, and Zhu Qing. "Design and Construction of a Virtual Bicycle Simulator for Evaluating Sustainable Facilities Design." Advances in Civil Engineering 2018 (2018): 1–10. http://dx.doi.org/10.1155/2018/5735820.

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The rising interest in sustainable modes of transportation has increased demand for the design and implementation of bicycle facilities in the United States. However, as compared to the vehicular mode, bicycle facilities have relatively less development, research, and understanding. The availability of a bicycling simulator has the potential to contribute to the understanding of bicycle facility design and bicyclist behavior. The design and construction of a bicycling simulator differs from a driving simulator in many ways. A bicycling simulator requires interfaces for bicycle speed, braking, and steering angle as well as a visual interface. In addition, a representation of a real-world network, including pavement, buildings, the sky and background, and fixed and moving objects, needs to be modeled using a simulator engine. This paper presents the details of the ZouSim bicycling simulator development and the tradeoffs associated with various design decisions, such as the choice of a steering sensor and graphical display. A sample application of a wayfinding and detection markings study illustrates the use of ZouSim. The authors hope that this article will encourage other researchers who conduct research in sustainable cities to explore the use of bicycle simulators for improving bicycle facility design and operations.
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Kawasaki, Haruhisa. "Special Issue on Analysis and Simulation Systems for Robotics and Mechatronics." Journal of Robotics and Mechatronics 10, no. 6 (December 20, 1998): 463. http://dx.doi.org/10.20965/jrm.1998.p0463.

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Superior analysis and simulation systems play an important part in robotics and mechatronics R&D. Developing apparatuses involves repeating planning, trial manufacture, experiments, analysis, and improvement. Simulation and analysis are now executed before trial manufacture, decreasing the number of trial manufacture, shortening development, and cutting development cost. Virtual reality is often applied to simulation, and commercialization without trial manufactures will eventually be possible. Most commercialized simulation software are being improved for general use based on software made by researchers because existing analysis and simulation do not function sufficiently and researchers are often required to develop their own analysis and simulation. Simulation developed for research thus may be used by many technical experts and researchers in the future. This special issue introduces seven reports on basic mechanism analysis developed to survey simulation research. Michisuke Jo et al. developed a mechanism kinetic analysis Motor Drive using FORTRAN and MATLAB. This article, entitled Kinematic Analysis of Mechanisms Using Motor Algebra and Graph Theory, considers kinematic analysis method using the latest drive version. Haruhisa Kawasaki et al. are developing robot analysis ROSAM II using C and Maple V. This article, entitled Symbolic Analysis of Robot Base Parameter Set Using Grobner-Basis, considers base parameter analysis of general robots with closed links. Hajime Morikawa et al. developed a robot simulator kinematically simulated by connecting graphic icons. This article, entitled Network-Based Robot Simulator Using Hierarchical Graphic Icons, considers construction of a robot simulator, kinetic analysis of multiple robot arms, dynamic analysis of forest trimmers, and an example applying remote control to space robots. Shigeki Toyama et al. developed general-use mechanism analysis simulator AI MOTION. This article, entitled Dynamic Autonomous Car Mobile Analysis Simulating Mechanical Systems Analysis, considers an autonomous car travel simulator dynamically modeling tires combined into AI MOTION. The simulator analyzes the connection of tire rigidity, car width, caster radius, and motion performance. Takayoshi Muto et al. developed dynamic behavior simulator BDSP for hydraulic systems. This article, entitled Software Package BDSP Developed to Simulate Hydraulic Systems, considers construction of BDSP that analyzes hydraulic systems using easy block diagrams. The simulator analyzes fluid line, nonlinear elements, and discrete time control. Shinichi Nakajima et al. developed a two-dimensional jaw movement simulator for clarifying the function of muscles in lower jaw motion. This article, entitled Development of 2-D Jaw Movement Simulator(JSN/SI), considers hardware and a control system for chewing food at a required force. Yoshiyuki Sankai et al., in Robot Objective Parallel Calculation and Real-time Control Using a Digital Signal Processor, consider parallel distributed and realtime control by DSP for constructing control in an actual robot. This issue discussed analysis and simulation developed for robotics and mechatronics R&D. Most systems are applicable to general-purpose situations. We hope this issue helps deepen the understanding of the status and applications of simulation research in mechatronics and promotes further development in the field.
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Kiwan, Mohamed E., and Abdullah S. Al-Wagdany. "DESIGN AND CONSTRUCTION OF A RAINFALL SIMULATOR." Misr Journal of Agricultural Engineering 26, no. 2 (April 1, 2009): 714–25. http://dx.doi.org/10.21608/mjae.2009.109486.

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Thomas, N. P., and Samir A. El Swaify. "Construction and calibration of a rainfall simulator." Journal of Agricultural Engineering Research 43 (May 1989): 1–9. http://dx.doi.org/10.1016/s0021-8634(89)80001-0.

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Chan, R., and CT Sun. "Construction of the Real Patient Simulator System." Perfusion 27, no. 3 (March 8, 2012): 187–92. http://dx.doi.org/10.1177/0267659112437612.

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Dissertations / Theses on the topic "Construction simulator"

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Kınay, Gökçe Turan Gürsoy. "Construction and control of a desktop earthquake simulator/." [s.l.]: [s.n.], 2006. http://library.iyte.edu.tr/tezler/master/insaatmuh/T000542.pdf.

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Sherman, Kim L. "The design and construction of a hang glider flight simulator /." Online version of thesis, 1992. http://hdl.handle.net/1850/11260.

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Nordström, Lisa. "Construction of a Simulator for the Siemens Gas Turbine SGT-600." Thesis, Linköping University, Department of Electrical Engineering, 2005. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-4996.

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This thesis covers the development of a simulator for the Siemens Gas Tur-bine SGT-600. An explanation on how a gas turbine works is also given, as well as the principles behind the control system used by Siemens to control the turbine.

For Siemens Industrial Turbomachinery to be able to test its control sys-tem before delivering a gas turbine to the customer, a simulator is needed. The control system needs to be adjusted for every unique gas turbine, since there are several options for the customer to choose between when ordering the turbine. A control system standard is under development, which also needs to be tested in a simulator.

The framework for the simulator, i.e. the hardware and software that form the simulator system, was predefined to suit this specific purpose. The Siemens software SIMIT is used for developing the model. SIMIT is a real time simulation tool where models are constructed using blocks, similar to MATLAB Simulink.

A gas turbine is basically a heat engine that produces mechanical energy or electricity. The main task of the control system is to control the fuel flow to the combustion chamber and by that keeping the machine at desired speed.

The gas turbine model was developed using measurement data from a site in Hungary, where a gas turbine of the type SGT-600 is in service. The model is based on simplified relations between the signals. By analyzing measurement data and learning about the functionality of a gas turbine it was found out that the speed of the gas generator affected most other sig-nals, like temperatures and pressures. The gas generator speed was found to be dependent on the heat flow, which is determined by the openings of the gas control valves.

As a result of this thesis a working simulator for the gas turbine SGT-600 has been developed. The simulator can be used for testing the control sys-tem standard and for testing the control system when adapting it to a spe-cific delivery. It is also suitable for educational purposes, for example to instruct customers.

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Olsen, Øyvind. "Construction of a transport kernel for an ensemble Monte Carlo simulator." Thesis, Norwegian University of Science and Technology, Department of Physics, 2009. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-6350.

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Licon, Luis Roberto. "Automated Quasi-static In Vitro Knee Joint Simulator: Construction and Validation." Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/38603.

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Anterior cruciate ligaments (ACL) are among the most common reported ligament injuries in athletes. This injury has been linked to changes in joint stability, neuromuscular activity and contact mechanics. In vitro simulators have proven to provide valuable insights on the potential effects of muscle activity on joint stability. The University of Ottawa Knee Simulate (UOKS) is a mechanical load driven quasi-static apparatus that provides the framework to explore pressure changes in knee compartments and the resultant kinematics in response to six individual muscle loads applied around an unconstrained joint. The main objective of the present work was to develop an automated loading mechanism for the UOKS. Furthermore, the secondary objective was to evaluate the accuracy, precision, reliability and validity of the newly automated system. Six transmission units were designed, built and tested as part of the development of the automated mechanism adapted to the UOKS. Load cells were used to obtain real time feedback of the load created by the transmission units. A software controller was programmed using LABVIEW to control these transmissions as a graphic user interface (GUI). Each transmission was tested independently and compared to an external master load cell. Furthermore, four cadaveric knee joints were mounted and suspended inside the UOKS for experimentation. Seven different loading conditions were tested with the ACL intact and after the ACL was severed. Pressure and kinematic data were recorded to correlate the changes in these variables due to changes in loading conditions simulated by the UOKS. The controlled loading experiment of the automated mechanism showed the accuracy of the controller to be within +/-1N, and multiple trials showed the system’s capability to produce loads. Additionally, the results showed the controller to have an ICC of 0.99 between the load produced and the target load. The comparison between feedback load cells and the master load cell displayed unique results regarding each transmission and the loads being applied. The results showed overestimations and underestimations with unique load difference trends for each transmission. Nevertheless, the relative difference measured by the master load cell was below 10% in all the transmissions. This study demonstrated that the controller was accurate and reliable when producing loads. On the other hand, the results of the integration analysis showed the presence of losses in the system when transmitting the loads from the actuators to the front of the UOKS. These losses were different for each transmission, likely due to the independence of each pulley system. Nevertheless, the automated loading mechanism proved to be a valid replacement for the original static loading mechanism previously used by the UOKS and is capable of reliably simulating six independent loading conditions.
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Fjeldheim, Ek Dan, Anes Mulisic, and Filip Syta. "Entry barriers on the training simulator market for construction vehicles in Europe." Thesis, Linnéuniversitetet, Ekonomihögskolan, ELNU, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-11240.

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The research question, which we will answer in this paper, is following: What are the four entry barriers that are most difficult to overcome when entering the training simulator market for construction vehicles in Europe? To answer this research question we performed a study on nine companies in the training simulator market for construction vehicles and asked them to rank 25 entry barriers on a Likert scale in order of importance. The results of our research study show us the barriers of importance. The top four barriers are: R&D expenses in entering a market, access to distribution channels, selling expenses and costumer loyalty advantage held by incumbents. There are several factors affecting the barriers importance on the market. Product type, market characteristics’ and the competitors are some of the most important factors. These factors make the market unique and difficult to generalize. The specific combination of factors creates entry barriers that are unique to the specific market.
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Onen, O. Murat(Oguzhan Murat). "Construction of a superconducting circuit simulator and its applications in cryogenic computing." Thesis, Massachusetts Institute of Technology, 2019. https://hdl.handle.net/1721.1/121740.

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Thesis: S.M., Massachusetts Institute of Technology, Department of Electrical Engineering and Computer Science, 2019
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 97-100).
In this work, I first construct a unified simulation platform, where superconducting electronics can be designed and optimized with high performance and accuracy. For this purpose, I first select numerical simulation methods that can deal with the highly non-linear characteristics of the superconducting devices. I validate the simulated responses with experimental data on device and circuit level examples. Following the implementation of the simulator, I use this framework to analyze existing superconducting nanowire based technologies, and optimize them for wider operation regimes and higher performance metrics. I use nanofabrication processes to realize these devices and conduct liquid helium immersion measurements to characterize them experimentally. Optimized devices show superior characteristics that demonstrate the predictive capabilities of this simulator. Finally, I use this simulator to design a superconducting nanowire based deep neural network training accelerator. I design, implement, and characterize a unit cell for this application. These local processors have significant device-level advantages over the readily available non-volatile memory technologies in realizing mixed-signal architectures. The devices produced throughout this work have immediate and near-term applications, proving the merit of having a high-performance simulator.
by O. Murat Onen.
S.M.
S.M. Massachusetts Institute of Technology, Department of Electrical Engineering and Computer Science
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Lichter, Harry (Harry J. ). "Design and construction of a human powered vehicle seating simulator for diagnostic testing." Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/36734.

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Thesis (S.B.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2006.
Includes bibliographical references (leaf 24).
A seating simulator was built to test the influence of various seating positions on human cycling power output. The simulator measures a rider's physical stress required to produce a certain power output. A heart rate monitor is used to find the rider's physical stress level. The theory is that the best shaped seat will allow the rider to pedal most efficiently. The seat of the simulator can easily be changed by connecting the seat's support strings to a square grid of holes. Mechanical power flows from the simulator's bike pedals through a chain drive to an electric motor. Electrical power flows from the electric motor through a rectifier to a variable bank of resistors. There were issues which came up involving the bike parts used and the dynamics of the chain drive system. The worst problem was that the supports would flex causing the chain to slacken and resonate under the changing forces of the pedaling motion. First a steel pipe was added to make the system more rigid. Then a sliding copper derailleur was used to allow the chain to stay on up to 213 watts. Finally the copper derailleur was replaced with a bike's derailleur which allows the simulator to operate in excess of 450 watts. Initial tests of several different seat configurations were completed with notable influence on the heart rate of the rider.
by Harry Lichter.
S.B.
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Kebede, Tadesse Tafesse. "Development and Implementation of Filter Algorithms and Controllers to a Construction Machine Simulator." Thesis, KTH, Geodesi och satellitpositionering, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-199691.

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Different geodetic techniques can be integrated in construction processes to have effective, timesaving and cost minimizing construction through geometric control and guidance of theconstruction machines on the designed alignment. This can be achieved by integrating atachymeter as kinematic positioning sensor. The institute of application of geodesy toengineering (IAGB) of University of Stuttgart has developed a modular position guidance toolbox(a construction machine simulator) that comprises a model truck of scale 1:14, of Leica TPS1201tachymeter, remote controller and a computer.Tachymeters can work as kinematic measuring devices by integrating them to a constructionprocess, in real time, using automatic closed-loop control systems with feedbacks. The geometricdeviation between the measured and given trajectories can be minimized to some optimized limitusing different types of controllers. With P-I-D controllers a better accuracy can be achieved,and with integration of Kalman filter to the control system the controller quality can beimproved.It is also possible to account for the dynamic effect on the model truck at higher velocities;however, the accuracy is very small due to some practical working limitations of tachymeter(such as low scanning rate and dead time) as kinematic position sensor at higher velocities.
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Yang, Wenwen. "Long-term Leachate Characterization and Hydrogen Sulfide Generation from a Construction and Demolition Simulator." University of Cincinnati / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1439309375.

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Books on the topic "Construction simulator"

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Keller, T. L. Space M+A+X: Operator's manual, space station construction simulator. [S.l.]: Final Frontier Software, 1986.

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Kolotilov, I︠U︡ V. Simulation of construction operations in analytical systems. New York: Izvestiya Publishers of the Administration of the President of Russian Federation, 2013.

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Halpin, Daniel W. Planning and analysis of construction operations. New York: Wiley, 1992.

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Wavelets in numerical simulation: Problem adapted construction and applications. Berlin: Springer, 2002.

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Mine, Mark R. Virtual world construction using ISAAC. [Orlando, Fla.?]: Link Foundation, 1996.

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Schmidt, Bernd. Model Construction with GPSS-FORTRAN Version 3. New York, NY: Springer New York, 1987.

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Li, Xun. Optoelectronic devices: Design, modeling, and simulation. Cambridge, UK: Cambridge University Press, 2009.

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Linguistic geometry: From search to construction. Boston: Kluwer Academic, 2000.

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Zelenka, Stefan. Stress-related problems in process simulation. Konstanz: Hartung-Gorre, 2001.

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Golten, Jack. Control system design and simulation. London: McGraw-Hill, 1991.

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Book chapters on the topic "Construction simulator"

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Watson, John. "Stereophoner: Sound Improver and Stereo Simulator." In Cost-effective Electronic Construction, 32–38. London: Macmillan Education UK, 1985. http://dx.doi.org/10.1007/978-1-349-07406-8_6.

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Smirnov, Vladimir, and Evgenij Korolev. "Versatile Dynamics Simulator: Dedicated Particle Dynamics Software for Construction Materials Science." In Advances in Intelligent Systems and Computing, 798–808. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-19756-8_76.

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Izadi Moud, Hashem, Mohamad A. Razkenari, Ian Flood, and Charles Kibert. "A Flight Simulator for Unmanned Aerial Vehicle Flights Over Construction Job Sites." In Advances in Informatics and Computing in Civil and Construction Engineering, 609–16. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-00220-6_73.

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Tateiwa, Yuichiro, and Naohisa Takahashi. "Communication Simulator with Network Behavior Logging Function for Supporting Network Construction Exercise for Beginners." In Smart Innovation, Systems and Technologies, 253–66. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-39345-2_22.

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Segura, Álvaro, Aitor Moreno, Gino Brunetti, and Thomas Henn. "Interaction and Ergonomics Issues in the Development of a Mixed Reality Construction Machinery Simulator for Safety Training." In Ergonomics and Health Aspects of Work with Computers, 290–99. Berlin, Heidelberg: Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-73333-1_36.

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Topçu, Okan, and Halit Oğuztüzün. "Object Model Construction." In Guide to Distributed Simulation with HLA, 111–53. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61267-6_5.

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Bergen, Benjamin K., and Nancy Chang. "Embodied Construction Grammar in simulation-based language understanding." In Construction Grammars, 147–90. Amsterdam: John Benjamins Publishing Company, 2005. http://dx.doi.org/10.1075/cal.3.08ber.

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du Plessis, L., G. J. Jordaan, P. J. Strauss, and A. Kilian. "The Design, Construction and First-Phase Heavy Vehicle Simulator Testing Results on Full Scale Ultra-Thin Reinforced Concrete Test Sections at Rayton, South Africa." In The Roles of Accelerated Pavement Testing in Pavement Sustainability, 751–68. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-42797-3_49.

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Campbell, Stephen L., and Ramine Nikoukhah. "Construction of New Blocks." In Modeling and Simulation with Compose and Activate, 361–85. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-04885-3_13.

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Girdauskaite, Lina, Georg Haasemann, and Sybille Krzywinski. "Modeling and Simulation." In Textile Materials for Lightweight Constructions, 537–98. Berlin, Heidelberg: Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-662-46341-3_15.

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Conference papers on the topic "Construction simulator"

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Nikolic, Dragana, Shrimant Jaruhar, and John I. Messner. "An Educational Simulation in Construction: The Virtual Construction Simulator." In International Workshop on Computing in Civil Engineering 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41052(346)63.

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Louis, Joseph, Cody Luth, and Ryan Cairns. "Mixed Reality-Based Equipment Simulator for Construction Operations." In Construction Research Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482865.069.

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Hafsia, Mehdi, Eric Monacelli, and Hugo Martin. "Virtual Reality Simulator for Construction workers." In VRIC '18: Virtual Reality International Conference - Laval Virtual VRIC '18. New York, NY, USA: ACM, 2018. http://dx.doi.org/10.1145/3234253.3234298.

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Betaille, David, and Francois Peyret. "A Simulator for Road Construction Equipment." In 15th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1998. http://dx.doi.org/10.22260/isarc1998/0031.

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Azevedo, Carlisson, Caio Macedo, Yves Bandeira, Leandro Figueiredo, Eraldo Santos, Carla Azevedo, and Raíssa Araújo. "CONSTRUCTION OF A BASIC REFRIGERATION SYSTEM SIMULATOR." In Brazilian Congress of Thermal Sciences and Engineering. ABCM, 2018. http://dx.doi.org/10.26678/abcm.encit2018.cit18-0694.

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Lee, Sanghoon, Dragana Nikolic, John I. Messner, and Chimay J. Anumba. "The Development of the Virtual Construction Simulator 3: An Interactive Simulation Environment for Construction Management Education." In International Workshop on Computing in Civil Engineering 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41182(416)56.

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Mimura, S., Y. Ishimatsu, and T. Yoshida. "Development of a Bulldozer Operation Simulator." In 13th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1996. http://dx.doi.org/10.22260/isarc1996/0072.

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Nishigaki, Shigeomi, Katsutoshi Saibara, Takashi Ootsuki, and Hirokuni Morikawa. "Scheduling Simulator by Ensemble Forecasting of Construction Duration." In 37th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2020. http://dx.doi.org/10.22260/isarc2020/0062.

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Lutz, Markus, Daniel Zimmerle, Brian Huff, and Thomas Bradley. "Design and Construction of Grid Attached Storage Simulator." In ASME 2011 5th International Conference on Energy Sustainability. ASMEDC, 2011. http://dx.doi.org/10.1115/es2011-54541.

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Using a Variable Frequency Drive, 15kWh battery pack, and Active Front End control, Colorado State University has designed and built a real-world functional test stand to study the effects of attaching a battery power pack to the grid for grid stabilization. This paper describes the design, analysis, and construction of the Grid Attached Storage simulation laboratory. An in-depth discussion of the design, selection and specifications of components including the LCL filter, transformer, grid attachment, line synchronization card, software control, and safety measurements is discussed. The dynamics and control of grid-attached storage can be investigated using this lab. Battery temperatures, charging/discharging cycles, and battery degradation can also be better understood with the use of this system. Second life batteries can be used as well to investigate their characteristics, economical benefits, and quality of use. Using grid interaction, the batteries can work in a variety of ways including: frequency regulation, V2G simulation of opportunity charging, and renewable energy smoothing.
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Petridis, Panagiotis, Wafaa Nadim, Stephen Bowden, Jack Goulding, and Mustafa Alshawi. "Manubuild Construction Site Training Simulator for Offsite Manufacturing." In 2009 Conference in Games and Virtual Worlds for Serious Applications (VS-GAMES). IEEE, 2009. http://dx.doi.org/10.1109/vs-games.2009.16.

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Reports on the topic "Construction simulator"

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Sehgal, Anil, and Richard A. Volz. User manual for storage simulation construction set. Office of Scientific and Technical Information (OSTI), April 1999. http://dx.doi.org/10.2172/6219.

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Sehgal, A., and R. Volz. Basic architecture and design of store simulation construction set. Office of Scientific and Technical Information (OSTI), February 1999. http://dx.doi.org/10.2172/314116.

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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 4 – Freeport. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41903.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level (SWL) and wave hazards for the Freeport CSRM structures. Coastal SWL and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.
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Shaked, Moshe, and J. G. Shanthikumar. The Total Hazard Construction, Antithetic Variates and Simulation of Stochastic Systems. Fort Belvoir, VA: Defense Technical Information Center, August 1985. http://dx.doi.org/10.21236/ada170265.

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Yortsos, Y. C., and J. A. Acuna. Numerical construction and flow simulation in networks of fractures using fractals. Office of Scientific and Technical Information (OSTI), November 1991. http://dx.doi.org/10.2172/6283188.

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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 2 – Port Arthur. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41901.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level and wave hazards for the Port Arthur CSRM structures. Coastal storm water level (SWL) and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.
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Stehno, Abigail, Jeffrey Melby, Shubhra Misra, Norberto Nadal-Caraballo, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 3 – Orange County. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41902.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level (SWL) and wave hazards for the Orange County CSRM structures. Coastal SWL and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP values for overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide elevations.
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Melby, Jeffrey, Thomas Massey, Abigail Stehno, Norberto Nadal-Caraballo, Shubhra Misra, and Victor Gonzalez. Sabine Pass to Galveston Bay, TX Pre-construction, Engineering and Design (PED) : coastal storm surge and wave hazard assessment : report 1 – background and approach. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41820.

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The US Army Corps of Engineers, Galveston District, is executing the Sabine Pass to Galveston Bay Coastal Storm Risk Management (CSRM) project for Brazoria, Jefferson, and Orange Counties regions. The project is currently in the Pre-construction, Engineering, and Design phase. This report documents coastal storm water level and wave hazards for the Port Arthur CSRM structures. Coastal storm water level (SWL) and wave loading and overtopping are quantified using high-fidelity hydrodynamic modeling and stochastic simulations. The CSTORM coupled water level and wave modeling system simulated 195 synthetic tropical storms on three relative sea level change scenarios for with- and without-project meshes. Annual exceedance probability (AEP) mean values were reported for the range of 0.2 to 0.001 for peak SWL and wave height (Hm0) along with associated confidence limits. Wave period and mean wave direction associated with Hm0 were also computed. A response-based stochastic simulation approach is applied to compute AEP runup and overtopping for levees and overtopping, nappe geometry, and combined hydrostatic and hydrodynamic fluid pressures for floodwalls. CSRM structure crest design elevations are defined based on overtopping rates corresponding to incipient damage. Survivability and resilience are evaluated. A system-wide hazard level assessment was conducted to establish final recommended system-wide CSRM structure elevations.
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9

ZEHNER, Björn. Constructing Geometric Models of the Subsurface for Finite Element Simulation. Cogeo@oeaw-giscience, September 2011. http://dx.doi.org/10.5242/iamg.2011.0069.

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Anderton, Gary, Ernest Berney, John Newman, Travis Mann, Chad Gartrell, and Daniel Miller. Joint Rapid Airfield Construction (JRAC) Program 2004 Demonstration Project--Fort Bragg, North Carolina. Engineer Research and Development Center (U.S.), March 2021. http://dx.doi.org/10.21079/11681/40139.

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This report describes the demonstration of technologies and procedures developed during April 2002 and May 2004 under the Joint Rapid Airfield Construction (JRAC) Program. The demonstration took place at Sicily Landing Zone (LZ) at Fort Bragg, NC, in July of 2004. The objective of the exercise was to demonstrate the procedures and technologies developed under the JRAC Program by rapidly building two parking aprons capable of supporting C-130 transport aircraft taxiing and parking operations. The exercise was conducted under continuous 24-hr operations to simulate a real-world rapid construction environment. Apron 1 (north apron) was constructed using two technologies, one-half being ACE™ Matting and the other half being a cement-polymer stabilized soil surface. Apron 2 (south apron) was constructed solely of a fiber-cement-stabilized soil system. Both aprons were treated with a polymer emulsion surface application to form a sealed surface against abrasion and water infiltration. The entire construction of both aprons required 76 hr, with Apron 1 finished in 48 hr. The construction of Apron 1 was validated by operation of a C-130 aircraft approximately 31 hr after completion with success and high praises from the aircraft flight crew on the stability and surface of the apron, as well as its dust-abating characteristics.
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