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1

Dimakos, Xeni K., and Kjersti Aas. "Integrated risk modelling." Statistical Modelling: An International Journal 4, no. 4 (December 2004): 265–77. http://dx.doi.org/10.1191/1471082x04st079oa.

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Wardlaw, R. B., A. Wyness, and P. Rippon. "Integrated Catchment Modelling." Surveys in Geophysics 15, no. 3 (May 1994): 311–30. http://dx.doi.org/10.1007/bf00665813.

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3

Gerard, Xavier, Ron Guido, and Peter Wesselius. "Integrated alpha modelling." Journal of Asset Management 14, no. 3 (June 2013): 140–61. http://dx.doi.org/10.1057/jam.2013.12.

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4

Lönnroth, J. S., G. Bateman, M. Bécoulet, P. Beyer, G. Corrigan, C. Figarella, W. Fundamenski, et al. "Integrated ELM Modelling." Contributions to Plasma Physics 46, no. 7-9 (September 2006): 726–38. http://dx.doi.org/10.1002/ctpp.200610070.

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5

Padilla, Francisco, J.-Horacio Hernández, Ricardo Juncosa, and R. Vellando Pablo. "Modelling integrated extreme hydrology." International Journal of Safety and Security Engineering 6, no. 3 (August 31, 2016): 685–96. http://dx.doi.org/10.2495/safe-v6-n3-685-696.

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6

Sterken, Elmer. "Integrated real financial modelling." Economic Modelling 8, no. 2 (April 1991): 130–74. http://dx.doi.org/10.1016/0264-9993(91)90012-d.

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7

Clarke, Richard, Tet Chuan Lee, Pavel Sumets, John Cater, and David Long. "OS2-4 Modelling Endothelial Layer Redistribution(OS2: Integrated Nano-Biomechanics)." Proceedings of the Asian Pacific Conference on Biomechanics : emerging science and technology in biomechanics 2015.8 (2015): 76. http://dx.doi.org/10.1299/jsmeapbio.2015.8.76.

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8

HEWINGS, Geoffrey J. D. "Integrated Modelling in Regional Science." Studies in Regional Science 20, no. 2 (1990): 30–61. http://dx.doi.org/10.2457/srs.20.2_30.

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9

Akhmedyanova, G., I. Lomukhin, and A. Pishchukhin. "Modelling an Integrated Control Object." IOP Conference Series: Earth and Environmental Science 988, no. 2 (February 1, 2022): 022075. http://dx.doi.org/10.1088/1755-1315/988/2/022075.

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Abstract The paper investigates two schemes for modelling an integrated control object: with an embedded model in the loop and with the selection of several levels of control. It is noted that the multi-level scheme allows the solution of individual tasks to be divided into fairly independent levels. This allows you to reduce the multi-connectivity of the system and apply coordinate-parametric control. Coordinate control is carried out within the limits of levels, and the impact of hierarchically higher levels change the parameters of the structural elements of the underlying subsystems. In this case, the contribution of each influencing factor to ensuring the achievement of the highest goal of managing the integrated object is more accurately estimated. At the same time, the integral assessment makes it possible to objectively evaluate the contribution of each of the control actions listed in the work and, accordingly, optimally divide the control resources between them with maximizing the overall level of achieving the goals of the upper levels of management. The revealed theoretical results were applied to develop a multi-level scheme for managing the quality of the development of a hydrocarbon field.
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10

Wihdany, Falza Izza, Dedy Irawan, Muhammad Rakha Utomo, and Agung Mubaroqan Fitro. "INTEGRATED INITIAL WATER SATURATION MODELLING." Scientific Contributions Oil and Gas 42, no. 3 (December 6, 2019): 95–107. http://dx.doi.org/10.29017/scog.42.3.396.

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This study presents a new approach to estimate initial water saturation. The initial water saturation is determined by integrating formation tester (RFT), drill stem test (DST), well logging, and laboratory measurement (RCAL SCAL) data. This method utilizes Brook-Correys parametrical equation to determine synthetic capillary pressure and initial water saturation as a function of depth and rock type. Rock type and permeability are distributed vertically by using well log interpretation. DST and formation tester data are used to control the initial water saturation calculation. The calculation needs to iterate Brook-Correys constant by using solver until the results are matching with all data. The precise step of this method is presented by using synthetic data (ideal reservoir characteristic). Case studies are provided for testing the proposed method. The product of this study is essential where well log data could be changed by time (production activity) and core measurement data are very limited. The results of case studies demonstrate that the method is not affected by rock mineralogy or reservoir condition. This new approach is successfully integrated and matched with field and laboratory measurement data. Moreover, the method could be applied in any reservoir.
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11

Ehlers, Manfred, and Shi Wenzhong. "Error Modelling for Integrated GIS." Cartographica: The International Journal for Geographic Information and Geovisualization 33, no. 1 (April 1996): 11–21. http://dx.doi.org/10.3138/w5p6-0018-8746-1021.

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12

Crabtree, R. W., P. Dempsey, I. T. Clifforde, S. Quinn, B. Henderson, and A. Wilson. "Integrated modelling of urban watercourses." Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering 156, no. 3 (September 2003): 265–74. http://dx.doi.org/10.1680/wame.2003.156.3.265.

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13

Magueijo, Vítor, Viriato Semiao, and Maria Norberta de Pinho. "Integrated modelling of lysozyme ultrafiltration." Journal of Membrane Science 286, no. 1-2 (December 2006): 133–43. http://dx.doi.org/10.1016/j.memsci.2006.09.027.

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14

Bashkys, A. I., and D. J. Zanevitchius. "Statistic Modelling of Integrated Circuits." IFAC Proceedings Volumes 19, no. 5 (May 1986): 461–66. http://dx.doi.org/10.1016/s1474-6670(17)59843-2.

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15

Bluff, R. J. "Integrated modular avionics: system modelling." Microprocessors and Microsystems 23, no. 7 (December 1999): 435–48. http://dx.doi.org/10.1016/s0141-9331(99)00054-x.

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16

Hassell, David J., and Mary E. Webb. "MODUS: The integrated modelling system." Computers & Education 15, no. 1-3 (January 1990): 265–70. http://dx.doi.org/10.1016/0360-1315(90)90156-2.

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17

McCrea, R. S., B. J. T. Morgan, O. Gimenez, P. Besbeas, J. D. Lebreton, and T. Bregnballe. "Multi-Site Integrated Population Modelling." Journal of Agricultural, Biological and Environmental Statistics 15, no. 4 (December 2010): 539–61. http://dx.doi.org/10.1007/s13253-010-0027-5.

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18

Zanevitchius, D. J., A. I. Bashkys, and L. L. Sakalauskas. "System modelling of integrated circuits." Annual Review in Automatic Programming 12 (January 1985): 297–99. http://dx.doi.org/10.1016/0066-4138(85)90386-6.

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19

Mertins, Kai, and Wolfram Süssenguth. "Integrated information modelling for CIM." Computer Integrated Manufacturing Systems 4, no. 3 (August 1991): 123–31. http://dx.doi.org/10.1016/0951-5240(91)90041-v.

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20

Natarajan, Swaminathan, Subhrojyoti Roy Chaudhuri, and Anand Kumar. "Modular Semantically Integrated System Modelling." INCOSE International Symposium 29, S1 (December 2019): 42–59. http://dx.doi.org/10.1002/j.2334-5837.2019.00668.x.

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21

Schmidt, Richard F., and Patrick Macdonald. "5.8.3 Modelling Integrated Systems Architectures." INCOSE International Symposium 13, no. 1 (July 2003): 1444–51. http://dx.doi.org/10.1002/j.2334-5837.2003.tb02717.x.

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22

Arnold, Thorsten R. "Procedural knowledge for integrated modelling: Towards the Modelling Playground." Environmental Modelling & Software 39 (January 2013): 135–48. http://dx.doi.org/10.1016/j.envsoft.2012.04.015.

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23

Carr, Gemma, Marlies H. Barendrecht, Liza Debevec, Linda Kuil, and Günter Blöschl. "People and water: understanding integrated systems needs integrated approaches." Journal of Water Supply: Research and Technology-Aqua 69, no. 8 (October 17, 2020): 819–32. http://dx.doi.org/10.2166/aqua.2020.055.

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Abstract As we rapidly modify the environment around us, researchers have a critical role to play in raising our understanding of the interactions between people and the world in which they live. Knowledge and understanding of these interactions are essential for evidence based decision-making on resource use and risk management. In this paper, we explore three research case studies that illustrate co-evolution between people and water systems. In each case study, we highlight how different knowledge and understanding, stemming from different disciplines, can be integrated by complementing narratives with a quantitative modelling approach. We identify several important research practices that must be taken into account when modelling people-water systems: transparency, grounding the model in sound theory, supporting it with the most robust data possible, communicating uncertainty, recognising that there is no ‘one true model’ and diversity in the modelling team. To support interdisciplinary research endeavours, we propose a three-point plan: (1) demonstrating and emphasising that interdisciplinary collaboration can both address existing research questions and identify new, previously unknown questions at the interface between the disciplines; (2) supporting individual interdisciplinary learning at all career stages and (3) developing group practices and a culture of interdisciplinary collaboration.
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24

Salgado, Mario E., and Diego R. Oyarzún. "Basic Integrated Modelling: A Case Study." International Journal of Electrical Engineering & Education 43, no. 3 (July 2006): 217–31. http://dx.doi.org/10.7227/ijeee.43.3.3.

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25

Fayad, Mohamad Farrag. "Modelling for integrated sustainable urban transformation." IOP Conference Series: Earth and Environmental Science 1056, no. 1 (August 1, 2022): 012042. http://dx.doi.org/10.1088/1755-1315/1056/1/012042.

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Abstract The researcher proposes at this time an integrated framework for developing models of transition to sustainable ecological cities, and the goal is for cities to be able to adapt and be sustainable with different conditions. The contribution of this proposed model is to propose an effective scalable framework for sustainable urban transformation of communities that addresses the gaps and limitations of existing models. It takes into account the fundamental issues of urban societies including urban, environmental, social, economic and governance perspectives. The core of this framework consists of five dimensions that must be combined in order to achieve the objective of the proposed framework. It is the urban, environmental, social, economic and governance framework. Each of them has a number of main categories in addition to a number of criteria. The model contains an additional dimension, which is the dimension of information and communication technology that will be presented as an implicit dimension that will be included in all the five main dimensions, and these six frameworks have been collected in one equation in order to build the simulation model and then obtain the results of indicators and future expectation.
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26

Madsen, P. A., M. Rugbjerg, and I. R. Warren. "SUBGRID MODELLING IN DEPTH INTEGRATED FLOWS." Coastal Engineering Proceedings 1, no. 21 (January 29, 1988): 35. http://dx.doi.org/10.9753/icce.v21.35.

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Hydrodynamic simulations in coastal engineering studies are still most commonly carried out using two-dimensional vertically integrated mathematical models. As yet, threedimensional models are too expensive to be put into general use. However, the tendency with 2-D models is to use finer and finer resolution so that it becomes necessary to include approximations to some 3-D phenomena. It has been shown by many authors that simulations of large scale eddies can be quite realistic in 2-D models (c.f. Abbott et al. 1985). Basically there exists two different mechanisms of circulation generation. The first one is based on a balance between horizontally and grid-resolved momentum transfers and the bed resistance - i.e. a balance between the convective momentum terms and the bottom shear stress. The second one is due to momentum transfers that are not resolved at the grid scale but appears instead as horizontally distributed shear stresses. In many practical situations the circulations will be governed by the first mechanism. This is the case if the diameter of the circulation and the grid size is much larger than the water depth. In this situation the eddies are friction dominated so that the effect of sub-grid eddy viscosity is limited. In this case 2-D models are known to produce very realistic results and several comparisons with measurements have been reported in the literature.
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27

DAVID D., BIRUK, KANG JOHN, and CHOI CHIU. "MODELLING OF INTEGRATED RECYCLE HEAT EXCHANGERS." i-manager's Journal on Power Systems Engineering 5, no. 2 (2017): 1. http://dx.doi.org/10.26634/jps.5.2.13617.

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28

Armatte, Michel. "Climate change: scenarios and integrated modelling." Interdisciplinary Science Reviews 33, no. 1 (March 2008): 37–50. http://dx.doi.org/10.1179/030801808x259989.

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29

Moore, R. V., and A. G. Hughes. "Integrated environmental modelling: achieving the vision." Geological Society, London, Special Publications 408, no. 1 (May 23, 2016): 17–34. http://dx.doi.org/10.1144/sp408.12.

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30

Ivanov, Dmitry, Joachim Kaeschel, and Boris Sokolov. "Integrated modelling of agile enterprise networks." International Journal of Agile Systems and Management 2, no. 1 (2007): 23. http://dx.doi.org/10.1504/ijasm.2007.015680.

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31

Besbeas, P., S. N. Freeman, and B. J. T. Morgan. "THE POTENTIAL OF INTEGRATED POPULATION MODELLING+." Australian New Zealand Journal of Statistics 47, no. 1 (March 2005): 35–48. http://dx.doi.org/10.1111/j.1467-842x.2005.00370.x.

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32

Yeh, Chung‐Hsing. "Production data modelling: an integrated approach." International Journal of Operations & Production Management 15, no. 8 (August 1995): 52–62. http://dx.doi.org/10.1108/01443579510094080.

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33

Parail, V., P. Belo, P. Boerner, X. Bonnin, G. Corrigan, D. Coster, J. Ferreira, et al. "Integrated modelling of ITER reference scenarios." Nuclear Fusion 49, no. 7 (July 2009): 075030. http://dx.doi.org/10.1088/0029-5515/49/7/075030.

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34

Eitner, P., M. Bergemann, and S. Larsen. "NLTE modelling of integrated light spectra." Astronomy & Astrophysics 627 (June 27, 2019): A40. http://dx.doi.org/10.1051/0004-6361/201935416.

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Aims.We study the effects of non-local thermodynamic equilibrium (NLTE) on the abundance analysis of barium, magnesium, and manganese from integrated light spectroscopy, as typically applied to the analysis of extra-galactic star clusters and galaxies. In this paper, our reference object is a synthetic simple stellar population (SSP) representing a mono-metallicα-enhanced globular cluster with the metallicity [Fe/H] = −2.0 and the age of 11 Gyr.Methods.We used the MULTI2.3 program to compute LTE and NLTE equivalent widths of spectral lines of Mg I, Mn I, and Ba II ions, which are commonly used in abundance analyses of extra-galactic stellar populations. We used ATLAS12 model atmospheres for stellar parameters sampled from a model isochrone to represent individual stars in the model SSP. The NLTE and LTE equivalent widths calculated for the individual stars were combined to calculate the SSP NLTE corrections.Results.We find that the NLTE abundance corrections for the integrated light spectra of the metal-poor globular cluster are significant in many cases, and often exceed 0.1 dex. In particular, LTE abundances of Mn are consistently under-estimated by 0.3 dex for all optical lines of Mn I studied in this work. On the other hand, Ba II, and Mg I lines show a strong differential effect: the NLTE abundance corrections for the individual stars and integrated light spectra are close to zero for the low-excitation lines, but they amount to − 0.15 dex for the strong high-excitation lines. Our results emphasise the need to take NLTE effects into account in the analysis of spectra of individual stars and integrated light spectra of stellar populations.
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35

Besbeas, P., and B. J. T. Morgan. "Exact inference for integrated population modelling." Biometrics 75, no. 2 (April 13, 2019): 475–84. http://dx.doi.org/10.1111/biom.13045.

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36

Moss, Scott. "Agent Based Modelling for Integrated Assessment." Integrated Assessment 3, no. 1 (March 2002): 63–77. http://dx.doi.org/10.1076/iaij.3.1.63.7407.

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37

Rizzoli, Andrea E., Marcello Donatelli, Ioannis N. Athanasiadis, Ferdinando Villa, and David Huber. "Semantic links in integrated modelling frameworks." Mathematics and Computers in Simulation 78, no. 2-3 (July 2008): 412–23. http://dx.doi.org/10.1016/j.matcom.2008.01.017.

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38

Denis, B., J. J. Lesage, and G. Timon. "Toward a Theory of Integrated Modelling." IFAC Proceedings Volumes 25, no. 31 (November 1992): 35–40. http://dx.doi.org/10.1016/s1474-6670(17)49363-3.

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39

Faille, D., A. Hiret, and F. Davelaar. "Integrated Interface for Power Plant Modelling." IFAC Proceedings Volumes 36, no. 20 (September 2003): 433–38. http://dx.doi.org/10.1016/s1474-6670(17)34506-8.

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40

Clarke, JA, AD Grant, CM Johnstone, and I. Macdonald. "Integrated modelling of low energy buildings." Renewable Energy 15, no. 1-4 (September 1998): 151–56. http://dx.doi.org/10.1016/s0960-1481(98)00168-2.

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41

Turk, Žiga. "Object-oriented modelling and integrated CAD." Automation in Construction 1, no. 4 (March 1993): 323–37. http://dx.doi.org/10.1016/0926-5805(93)90014-o.

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42

Benarie, Michel. "Integrated environmental modelling: Design and tools." Science of The Total Environment 71, no. 2 (May 1988): 236. http://dx.doi.org/10.1016/0048-9697(88)90173-8.

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43

CUDDY, S., and C. GANDOLFI. "Integrated catchment modelling and decision support." Environmental Modelling & Software 19, no. 11 (November 2004): 989–90. http://dx.doi.org/10.1016/j.envsoft.2003.12.001.

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44

Maher, Mary Ann C., and Carver A. Mead. "Modelling and simulation of integrated circuits." Computer-Aided Design 18, no. 9 (November 1986): 472–77. http://dx.doi.org/10.1016/0010-4485(86)90003-5.

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45

Zucchetto, James J. "Integrated environmental modelling: Design and tools." Ecological Economics 4, no. 2 (November 1991): 165–68. http://dx.doi.org/10.1016/0921-8009(91)90027-c.

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46

Whittle, Steve, John Dalton, and Eshan Rajabally. "3.2.3 Modelling Uncertainty in Integrated Models." INCOSE International Symposium 13, no. 1 (July 2003): 206–17. http://dx.doi.org/10.1002/j.2334-5837.2003.tb02611.x.

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47

Opdahl, Andreas L., and Guttorm Sindre. "FACET MODELLING: AN APPROACH TO FLEXIBLE AND INTEGRATED CONCEPTUAL MODELLING." Information Systems 22, no. 5 (July 1997): 291–323. http://dx.doi.org/10.1016/s0306-4379(97)00016-1.

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48

Siripanich, Amarin, and Taha Hossein Rashidi. "Dymium: A modular microsimulation modelling framework for integrated urban modelling." SoftwareX 12 (July 2020): 100555. http://dx.doi.org/10.1016/j.softx.2020.100555.

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49

Gelder, John. "Integrated. Dis-integrated. Coordinated. Re-integrated." Architectural Research Quarterly 16, no. 3 (September 2012): 253–60. http://dx.doi.org/10.1017/s1359135513000109.

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This paper looks at the evolution of the structure of construction contract documentation over time, from ancient Greece through to the near future, in terms of the degree to which the contract documentation is integrated. Documentation might comprise anything from a single ‘integrated’ text to a range of ‘dis-integrated’ documents, fashioned by different players in the procurement process and not offering an easily appreciable integrated whole. The paper ends with the hope that new digital methods of information production will lead to better integrated and more easily readable ‘wholes’ in the new forms offered by building information modelling (BIM), which in turn will facilitate collaborative working.The paper shows that contract documentation has evolved through four stages of integration: Integrated: up to the end of the medieval period construction contract documentation was essentially fully integrated – everything that was required was stated in the one written document, which typically covered contract conditions, building layouts, assembly descriptions, quantities of components and requirements for quality.
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50

Rauch, W., J. L. Bertrand-Krajewski, P. Krebs, O. Mark, W. Schilling, M. Schütze, and P. A. Vanrolleghem. "Deterministic modelling of integrated urban drainage systems." Water Science and Technology 45, no. 3 (February 1, 2002): 81–94. http://dx.doi.org/10.2166/wst.2002.0059.

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Today, the main concepts required for describing the dynamics of drainage in an entire urban area are known and models are available that can reasonably simulate the behaviour of the urban water system. Still, such integrated modelling is a complex exercise not only due to the sheer size of the model, but also due to the different modelling approaches that reflect the history of the sub-models used and of the purpose they were built for. The paper reviews the state of the art in deterministic modelling, outlines experiences and discusses problems and future developments.
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