DOI QR코드

DOI QR Code

Practical use of computational building information modeling in repairing and maintenance of hospital building- case study

  • Akhoundan, Majid Reza (Department of Civil Engineering Tarbiat Modares University) ;
  • Khademi, Kia (Department of Civil Engineering, Khajeh Nasir Toosi University of Technology) ;
  • Bahmanoo, Sam (Department of Building Civil and Environment Engineering, Concordia University) ;
  • Wakil, Karzan (Research Center, Sulaimani Polytechnic University) ;
  • Mohamad, Edy Tonnizam (Centre of Tropical Geoengineering (GEOTROPIK), Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Khorami, Majid (Facultad de Arquitectura y Urbanismo, Universidad Tecnologica Equinoccial, Calle Rumipamba s/n y Bourgeois)
  • 투고 : 2017.05.09
  • 심사 : 2018.10.02
  • 발행 : 2018.11.25

초록

Computational Building Information Modeling (BIM) is an intelligent 3D model-based process that provides architecture, engineering, and construction professionals the insight to plan, design, construct, and manage buildings and infrastructure more efficiently. This paper aims at using BIM in Hospitals configurations protection. Infrastructure projects are classified as huge structural projects taking advantage of many resources such as finance, materials, human labor, facilities and time. Immense expenses in infrastructure programs should be allocated to estimating the expected results of these arrangements in domestic economy. Hence, the significance of feasibility studies is inevitable in project construction, in this way the necessity in promoting the strategies and using global contemporary technologies in the process of construction maintenance cannot be neglected. This paper aims at using the building information modeling in covering Imam Khomeini Hospital's equipment. First, the relationship between hospital constructions maintenance and repairing, using the building information modeling, is demonstrated. Then, using library studies, the effective factors of constructions' repairing and maintenance were collected. Finally, the possibilities of adding these factors in Revit software, as one of the most applicable software within BIM is investigated and have been identified in some items, where either this software can enter or the software for supporting the repairing and maintenance phase lacks them. The results clearly indicated that the required graphical factors in construction information modeling can be identified and applied successfully.

키워드

참고문헌

  1. Aaltonen, K. and Kujala, J. (2010), "A project lifecycle perspective on stakeholder influence strategies in global projects", Scandinavian J.Management, 26(4), 381-397. https://doi.org/10.1016/j.scaman.2010.09.001
  2. Aghaee, K. and Foroughi, M. (2013a), Construction of lightweight concrete partitions using textile waste. ICSDEC 2012: Developing the Frontier of Sustainable Design, Engineering, and Construction: 793-800.
  3. Aghaee, K. and Foroughi, M. (2013b), "Mechanical properties of lightweight concrete partition with a core of textile waste", Adv. Civil Eng., 1-7.
  4. Aghaee, K. and Yazdi, M.A. (2014), "Waste steel wires modified structural lightweight concrete", Mater. Res., 17(4), 958-966. https://doi.org/10.1590/1516-1439.257413
  5. Aghaee, K. et al. (2014), "Mechanical properties of structural lightweight concrete reinforced with waste steel wires", Mag. Concrete Res., 66(1), 1-9. https://doi.org/10.1680/macr.2013.66.1.1
  6. Aghaee, K. et al. (2015a), "Investigation into the mechanical properties of structural lightweight concrete reinforced with waste steel wires", Mag. Concrete Res., 67(4), 197-205. https://doi.org/10.1680/macr.14.00232
  7. Aghaee, K. et al. (2015b), Flexural properties of composite gypsum partition panel. Proceedings of the Institution of Civil Engineers-Engineering Sustainability.
  8. Aghakhani, M. et al. (2015), "A simple modification of homotopy perturbation method for the solution of blasius equation in semiinfinite domains", Math. Probl. Eng., 7.
  9. Akponeware, A.O. and Adamu, Z.A. (2017), "Clash detection or clash avoidance? An investigation into coordination problems in 3D BIM", Buildings, 7(3), 75. https://doi.org/10.3390/buildings7030075
  10. Andalib, Z. (2011), Experimental and Numerical Investigation on the Ductility of Steel Ring Constructed from Steel Plates in Concentric Braces, Semnan University.
  11. Andalib, Z. et al. (2010), Using Hyper Elastic Material for Increasing Ductility of Bracing. 1st Conference of Steel & Structures and 2nd Conference on Application of High-Strength Steels in Structural Industry.
  12. Andalib, Z. et al. (2018), "Numerical evaluation of ductility and energy absorption of steel rings constructed from plates", Eng. Struct., 169, 94-106. https://doi.org/10.1016/j.engstruct.2018.05.034
  13. Andalib, Z. et al. (2011), Investigation on the Ductility and Absorption of Energy of Steel Ring in Concentric Braces. 2nd Conference of Steel and Structures.
  14. Andalib, Z. et al. (2014), "Experimental investigation of the ductility and performance of steel rings constructed from plates", J. Constr. Steel Res., 103, 77-88. https://doi.org/10.1016/j.jcsr.2014.07.016
  15. Arabnejad Khanouki, M.M. et al. (2010), "Investigation of seismic behaviour of composite structures with concrete filled square steel tubular (CFSST) column by push-over and time-history analyses", Proceedings of the 4th International Conference on Steel & Composite Structures, 21 - 23 July, 2010, Sydney, Australia.
  16. Arabnejad Khanouki, M.M. et al. (2011), "Behavior of through beam connections composed of CFSST columns and steel beams by finite element studying", Adv. Mater. Res., 168, 2329-2333.
  17. Azhar, S. et al. (2008), "Building Information Modeling (BIM): A new paradigm for visual interactive modeling and simulation for construction projects", Proceedings of the 1st International Conference on Construction in Developing Countries.
  18. Bahadori, A. and Ghassemieh, M. (2016), "Seismic evaluation of I-shaped beam to box-column connections with top and seat plates by the component method", Sharif: Civil Eng., 322(21), 129-138.
  19. Bala, K. et al. (2014), "A computer-based cost prediction model for institutional building projects in Nigeria: an artificial neural network approach", J. Eng. Des.Technol., 12(4), 519-530.
  20. Bazzaz, M. (2010), Seismic Behavior of Off-Centre Braced Frame with Circular Element in Steel Frame Design, Semnan University.
  21. Bazzaz, M. et al. (2015a), "Evaluating the performance of OBS-CO in steel frames under monotonic load", Earthq. Struct., 8(3), 697-710.
  22. Bazzaz, M. et al. (2015b), "Numerical comparison of the seismic performance of steel rings in off-centre bracing system and diagonal bracing system", Steel Compos. Struct., 19(4), 917-937. https://doi.org/10.12989/scs.2015.19.4.917
  23. Bazzaz, M. et al. (2011a), Seismic Behavior of Off-centre Bracing Frame. 6th National Congress on Civil Engineering.
  24. Bazzaz, M. et al. (2014), "Evaluating the seismic performance of off-centre bracing system with circular element in optimum place", Int. J. Steel Struct., 14(2), 293-304. https://doi.org/10.1007/s13296-014-2009-x
  25. Bazzaz, M. et al. (2011b), Evaluating the performance of steel ring in special bracing frame. 6th Seismology and Earthquake Engineering International Conf.
  26. Bazzaz, M. et al. (2012a), "Evaluation of the seismic performance of off-centre bracing system with ductile element in steel frames", Steel Compos. Struct., 12(5), 445-464. https://doi.org/10.12989/scs.2012.12.5.445
  27. Bazzaz, M. et al. (2012b), Modeling and Analysis of Steel Ring Devised in Off-centric Braced Frame with the Goal of Improving Ductility of Bracing Systems. Tehran, Iran, Iran Scientific and Industrial Researches Organization.
  28. Bortolini, R. et al. (2017), BIM for the integration of Building Maintenance Management: A case study of a university campus. eWork and eBusiness in Architecture, Engineering and Construction: ECPPM 2016: Proceedings of the 11th European Conference on Product and Process Modelling (ECPPM 2016), Limassol, Cyprus, 7-9 September 2016.
  29. Bugg, R.A. and Collins, W.A. (2017), A Case Study in the Use of Building Information Technology in Hospital Construction. IIE Annual Conference. Proceedings.
  30. Costa, S.D. (2013), "Energy indicators based on multi-source data and participation", Proceedings of the Institution of Civil Engineers-Urban Design and Planning, 166(1), 24-33. https://doi.org/10.1680/udap.11.00039
  31. Daie, M. et al. (2011), "A new finite element investigation on prebent st eel strips as damper for vibration control", Int. J. Phys. Sci., 6(36), 8044-8050.
  32. Ding, L. et al. (2014), "Building Information Modeling (BIM) application framework: The process of expanding from 3D to computable nD", Automat. Constr., 46, 82-93. https://doi.org/10.1016/j.autcon.2014.04.009
  33. Eastman, C.M. et al. (2011), BIM handbook: A guide to building information modeling for owners, managers, designers, engineers and contractors, John Wiley & Sons.
  34. Fanaie, N. et al. (2016a), "Strengthening of moment-resisting frame using cable-cylinder bracing", Adv. Struct. Eng., 19(11), 1736-1754. https://doi.org/10.1177/1369433216649382
  35. Fanaie, N. et al. (2016b), "Theoretical assessment of the behavior of cable bracing system with central steel cylinder", Adv. Struct. Eng., 19(3), 463-472. https://doi.org/10.1177/1369433216630052
  36. Fanaie, N. et al. (2012), "Theoretical assessment of wire rope bracing system with soft central cylinder", Proceedings of the15th world conference on earthquake engineering.
  37. Fanaie, N. and Dizaj, E.A. (2014), "Response modification factor of the frames braced with reduced yielding segment BRB",Struct. Eng. Mech., 50(1), 1-17. https://doi.org/10.12989/sem.2014.50.1.001
  38. Fanaie, N. et al. (2015), "Analytical study of composite beams with different arrangements of channel shear connectors", Steel Compos. Struct., 19(2), 485-501. https://doi.org/10.12989/scs.2015.19.2.485
  39. Foster, B. (2012), "Using real-time CMMS asset data capture during construction to improve facilities management", J. Build. Inform. Model., 16-17.
  40. Ghassemieh, M. and Bahadori, A. (2015), "Seismic evaluation of a steel moment frame with cover plate connection considering flexibility by component method", Proceedings of the 2015 world congress on Advances in Structural Engineering and Mechanics, Incheon, Korea.
  41. Hamidian, M. et al. (2012), "Application of Schmidt rebound hammer and ultrasonic pulse velocity techniques for structural health monitoring", Sci. Res. Essays, 7(21), 1997-2001.
  42. Hamidian, M. et al. (2011), "Assessment of high strength and light weight aggregate concrete properties using ultrasonic pulse velocity technique", Int. J. Phys. Sci., 6(22), 5261-5266.
  43. Han, K.K. and Golparvar-Fard, M. (2017), "Potential of big visual data and building information modeling for construction performance analytics: An exploratory study", Automat. Constr., 73, 184-198. https://doi.org/10.1016/j.autcon.2016.11.004
  44. Heydari, A. and Shariati, M. (2018), "Buckling analysis of tapered BDFGM nano-beam under variable axial compression resting on elastic medium", Struct. Eng. Mech., 66(6), 737-748. https://doi.org/10.12989/SEM.2018.66.6.737
  45. https://www.solibri.com/bim-ifc.
  46. Ismail, M. et al. (2018), "Strengthening of bolted shear joints in industrialized ferrocement construction", Steel Compos. Struct., 28(6), 681-690. https://doi.org/10.12989/scs.2018.28.6.681
  47. Jalali, A. et al. (2012), "Seismic performance of structures with pre-bent strips as a damper", Int. J. Phys. Sci., 7(26), 4061-4072.
  48. Kariuki, B. (2014), "Effect of Financing Infrastructure Projects Using Public Private Partnership on Physical Infrastructure Development in Kenya", Unpublished MBA Thesis, University of Nairobi.
  49. Kazemi, M.T. et al. (2012), "Study of reduced beam section connections with web opening", Proceedings of the 15 th World Conference on Earthquake Engineering, Lisbon, September.
  50. Khanouki, M.M.A. et al. (2016), "Investigation of through beam connection to concrete filled circular steel tube (CFCST) column", J. Constr. Steel Res., 121, 144-162. https://doi.org/10.1016/j.jcsr.2016.01.002
  51. Kheyroddin, A. et al. (2008), "The complication and weakness of construction of steel structure", Proceedings of the 14th International Civil Engineering Student Conference, Semnan, Iran, 14, 1-9.
  52. Khorami, M. et al. (2017a), "Seismic performance evaluation of buckling restrained braced frames (BRBF) using incremental nonlinear dynamic analysis method (IDA)", Eartq. Struct., 13(6), 531-538.
  53. Khorami, M. et al. (2017b), "Evaluation of the seismic performance of special moment frames using incremental nonlinear dynamic analysis", Struct. Eng. Mech., 63(2), 259-268 https://doi.org/10.12989/SEM.2017.63.2.259
  54. Khorramian, K. et al. (2017), "Numerical analysis of tilted angle shear connectors in steel-concrete composite systems", Steel Compos. Struct., 23(1), 67-85. https://doi.org/10.12989/scs.2017.23.1.067
  55. Khorramian, K. et al. (2015), "Behavior of tilted angle shear connectors", PLoS one, 10(12), 1-11.
  56. Laguela, S. et al. (2014), "Non-destructive approach for the generation and thermal characterization of an as-built BIM", Constr. Build. Mater., 51, 55-61. https://doi.org/10.1016/j.conbuildmat.2013.11.021
  57. Mansouri, I. et al. (2016), "Strength prediction of rotary brace damper using MLR and MARS", Struct. Eng. Mech., 60(3), 471-488. https://doi.org/10.12989/sem.2016.60.3.471
  58. Mansouri, I. et al. (2017), "Analysis of influential factors for predicting the shear strength of a V-shaped angle shear connector in composite beams using an adaptive neuro-fuzzy technique", J. Intel. Manufact., 1-11.
  59. Moghaddam, H. et al. (2009), "Uniform hazard response spectra and ground motions for Tabriz", J. Scientia Iranica, 16(3), 238-248.
  60. Mohammadhassani, M. et al. (2014a), "An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio", Eng. Fail. Anal., 41, 73-80. https://doi.org/10.1016/j.engfailanal.2013.08.014
  61. Mohammadhassani, M. et al. (2013), "Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams", Struct. Eng. Mech., 46(6), 853-868. https://doi.org/10.12989/sem.2013.46.6.853
  62. Mohammadhassani, M. et al. (2014b), "An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups", Smart Struct. Syst., 14(5), 785-809. https://doi.org/10.12989/sss.2014.14.5.785
  63. Mohammadhassani, M. et al. (2015), "Fuzzy modelling approach for shear strength prediction of RC deep beams", Smart Struct. Syst., 16(3), 497-519. https://doi.org/10.12989/sss.2015.16.3.497
  64. Mohammadhassani, M. et al. (2014c), "Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios", Struct. Eng. Mech., 48(6), 833-848. https://doi.org/10.12989/SEM.2013.48.6.833
  65. Momenzadeh, S. (2017)., "Seismic design study of concentrically braced frames with and without buckling-controlled braces",
  66. Momenzadeh, S. et al. (2017a), "Seismic performance of reduced web section moment connections", Int. J. Steel Struct., 17(2), 413-425. https://doi.org/10.1007/s13296-017-6004-x
  67. Momenzadeh, S. et al. (2017b), "Seismic performance of all-steel buckling-controlled braces with various cross-sections", J. Constr. Steel Res., 139, 44-61. https://doi.org/10.1016/j.jcsr.2017.09.003
  68. Momenzadeh, S. et al. (2017c), Observed seismic demand on columns in SCBFs. AEI 2017: 647-658.
  69. Momenzadeh, S. and Shen, J. (2018), "Seismic demand on columns in special concentrically braced frames", Eng. Struct., 168, 93-107. https://doi.org/10.1016/j.engstruct.2018.04.060
  70. Momenzadeh, S.B. (2012), "Performance of circular opening in beam web connections", Life Sci. J., 9(3), 1377-1383.
  71. Nasrollahi, S. et al. (2018), "Investigation of pipe shear connectors using push out test", Steel Compos. Struct., 27(5), 537-543. https://doi.org/10.12989/SCS.2018.27.5.537
  72. Nosrati, A. et al. (2018), "Structure of Portland cement and its major oxides and fineness", Smart Struct. Syst., 22(4), 425-432. https://doi.org/10.12989/sss.2018.22.4.425
  73. O'Connor, A.C. et al. (2004), Cost Analysis of Inadequate Interoperability in the US Capital Facilities Industry.
  74. Paknahad, M. et al. (2018), "Shear capacity equation for channel shear connectors in steel-concrete composite beams.", Steel Compos. Struct., 28(4), 483-494. https://doi.org/10.12989/SCS.2018.28.4.483
  75. Peng, S. et al. (2017), Design of an IoT-BIM-GIS Based Risk Management System for Hospital Basic Operation. Service-Oriented System Engineering (SOSE), 2017 IEEE Symposium on.
  76. Porwal, A. and Hewage, K.N. (2013), "Building Information Modeling (BIM) partnering framework for public construction projects", Automat. Constr., 31, 204-214. https://doi.org/10.1016/j.autcon.2012.12.004
  77. Rundell, R. (2006), "1-2-3 Revit: BIM and FM, How can BIM benefit facilities management", AIA Cadalyst.
  78. Safa, A. et al. (2016a), "Higher circulating levels of chemokines CXCL10, CCL20 and CCL22 in patients with ischemic heart disease", Cytokine, 83, 147-157. https://doi.org/10.1016/j.cyto.2016.04.006
  79. Safa, M. et al. (2016b), "Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steelconcrete composite beam's shear strength", Steel Compos. Struct., 21(3), 679-688. https://doi.org/10.12989/scs.2016.21.3.679
  80. Safa, M. et al. (2016c), "Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steelconcrete composite beam's shear strength", Steel Compos. Struct., 21(3), 679-688. https://doi.org/10.12989/scs.2016.21.3.679
  81. Sedghi, Y. et al. (2018), "Application of ANFIS technique on performance of C and L shaped angle shear connectors", Smart Struct. Syst., 22(3), 335-340. https://doi.org/10.12989/sss.2018.22.3.335
  82. Shah, S. et al. (2016a), "State-of-the-art review on the design and performance of steel pallet rack connections", Eng. Fail. Anal., 66, 240-258. https://doi.org/10.1016/j.engfailanal.2016.04.017
  83. Shah, S. et al. (2015), "Steel rack connections: Identification of most influential factors and a comparison of stiffness design methods", PloS one, 10(10), e0139422. https://doi.org/10.1371/journal.pone.0139422
  84. Shah, S. et al. (2016b), "Behavior of steel pallet rack beam-tocolumn connections at elevated temperatures", Thin-Wall. Struct., 106, 471-483. https://doi.org/10.1016/j.tws.2016.05.021
  85. Shah, S.N.R. et al. (2016c), "Behavior of industrial steel rack connections", Mech. Syst. Signal Pr., 70-71, 725-740. https://doi.org/10.1016/j.ymssp.2015.08.026
  86. Shahabi, S. et al. (2016a), "Numerical analysis of channel connectors under fire and a comparison of performance with different types of shear connectors subjected to fire", Steel Compos. Struct., 20(3), 651-669. https://doi.org/10.12989/scs.2016.20.3.651
  87. Shahabi, S. et al. (2016b), "Performance of shear connectors at elevated temperatures-A review", Steel Compos. Struct., 20(1), 185-203. https://doi.org/10.12989/scs.2016.20.1.185
  88. Shariat, M. et al. (2018), "Computational Lagrangian Multiplier Method using optimization and sensitivity analysis of rectangular reinforced concrete beams", Steel Compos. Struct., 29(2), 243-256. https://doi.org/10.12989/scs.2018.29.2.243
  89. Shariati, A. (2014), Behaviour of C-shaped Angle Shear Connectors in High Strength Concrete. M.SC, Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya.
  90. Shariati, A. et al. (2012a), "Investigation of channel shear connectors for composite concrete and steel T-beam", Int. J. Phys. Sci., 7(11), 1828-1831.
  91. Shariati, A. et al. (2012b), "Various types of shear connectors in composite structures: A review", Int. J. Phys. Sci., 7(22): 2876-2890.
  92. Shariati, A. et al. (2014a), "Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Constr. Build. Mater., 52, 276-283. https://doi.org/10.1016/j.conbuildmat.2013.11.036
  93. Shariati, M. (2008), Assessment Building Using None-destructive Test Techniques (ultra Sonic Pulse Velocity and Schmidt Rebound Hammer), Universiti Putra Malaysia.
  94. Shariati, M. et al. (2012c), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Proceedings of the 5th International Conference on Engineering Failure Analysis, 1-4 July 2012, Hilton Hotel, The Hague, The Netherlands.
  95. Shariati, M. et al. (2010), "Experimental and analytical study on channel shear connectors in light weight aggregate concrete", Proceedings of the 4th International Conference on Steel & Composite Structures, 21 - 23 July, 2010, Sydney, Australia.
  96. Shariati, M. et al. (2012d), "Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Mater. Des., 34, 325-331. https://doi.org/10.1016/j.matdes.2011.08.008
  97. Shariati, M. et al. (2011a), "Shear resistance of channel shear connectors in plain, reinforced and lightweight concrete", Sci. Res. Essays, 6(4), 977-983.
  98. Shariati, M. et al. (2011b), "Assessing the strength of reinforced concrete structures through Ultrasonic Pulse Velocity and Schmidt Rebound Hammer tests", Sci. Res. Essays, 6(1), 213-220.
  99. Shariati, M. et al. (2011c), "Experimental and numerical investigations of channel shear connectors in high strength concrete", Proceedings of the 2011 World Congress on Advances in Structural Engineering and Mechanics (ASEM'11+), Seoul, South Korea.
  100. Shariati, M. et al. (2015), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 1-18.
  101. Shariati, M. et al. (2016), "Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study", Constr. Build. Mater., 120, 382-392. https://doi.org/10.1016/j.conbuildmat.2016.05.102
  102. Shariati, M. et al. (2011d), "Behavior of channel shear connectors in normal and light weight aggregate concrete (Experimental and analytical study)", Adv. Mater. Res., 168, 2303-2307.
  103. Shariati, M. et al. (2013), "Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading", Constr. Build. Mater., 38, 582-593. https://doi.org/10.1016/j.conbuildmat.2012.07.050
  104. Shariati, M. et al. (2012e), "Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study", Mater. Des., 41, 67-73. https://doi.org/10.1016/j.matdes.2012.04.039
  105. Shariati, M. et al. (2014b), "Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete", Eng. Fail. Anal., 41, 124-134. https://doi.org/10.1016/j.engfailanal.2014.02.017
  106. Shen, J. et al. (2017), "Seismic performance of concentrically braced frames with and without brace buckling", Eng. Struct., 141, 461-481. https://doi.org/10.1016/j.engstruct.2017.03.043
  107. Sheth, A.Z. et al. (2010), BIM and refurbishment of exisiting healthcare facilities.
  108. Simoes, D.G. (2013), Building maintenance supported by BIM model, Master thesis in Civil Engineering, Technical University of Lisbon, Portugal.
  109. Sinaei, H. et al. (2011), "Numerical investigation on exterior reinforced concrete Beam-Column joint strengthened by composite fiber reinforced polymer (CFRP)", Int. J. Phys. Sci., 6(28), 6572-6579.
  110. Sinaei, H. et al. (2012), "Evaluation of reinforced concrete beam behaviour using finite element analysis by ABAQUS", Sci. Res. Essays, 7(21), 2002-2009.
  111. Stanojevic, D. et al. (2017), "Prediction of the surface roughness of wood for machining", J. Forestry Res., 28(6), 1281-1283. https://doi.org/10.1007/s11676-017-0401-z
  112. Sun, C. et al. (2017), "A literature review of the factors limiting the application of BIM in the construction industry", Technological and Economic Development of Economy, 23(5), 764-779.
  113. Tahmasbi, F. et al. (2016), "Shear capacity of C-shaped and Lshaped angle shear connectors", PloS one, 11(8), e0156989. https://doi.org/10.1371/journal.pone.0156989
  114. Toghroli, A. (2015), Applications of the ANFIS and LR Models in the Prediction of Shear Connection in Composite Beams, Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya.
  115. Toghroli, A. et al. (2018a), "Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method", Comput. Concrete, 21(5), 525-530. https://doi.org/10.12989/CAC.2018.21.5.525
  116. Toghroli, A. et al. (2018b), "A review on pavement porous concrete using recycled waste materials", Smart Struct. Syst., 22(4), 433-440. https://doi.org/10.12989/sss.2018.22.4.433
  117. Toghroli, A. et al. (2016), "Potential of soft computing approach for evaluating the factors affecting the capacity of steel-concrete composite beam", J. Intel. Manuf., 1-9.
  118. Toghroli, A. et al. (2014), "Prediction of shear capacity of channel shear connectors using the ANFIS model", Steel Compos. Struct., 17(5), 623-639. https://doi.org/10.12989/scs.2014.17.5.623
  119. Wei, X. et al. (2018), "Distribution of shear force in perforated shear connectors", Steel Compos. Struct., 27(3), 389-399. https://doi.org/10.12989/SCS.2018.27.3.389
  120. Zandi, Y. et al. (2018), "Computational investigation of the comparative analysis of cylindrical barns subjected to earthquake", Steel Compos. Struct., 28(4), 439-447. https://doi.org/10.12989/SCS.2018.28.4.439
  121. Ziaei-Nia, A. et al. (2018), "Dynamic mix design optimization of high-performance concrete", Steel Compos. Struct., 29(1), 67-75. https://doi.org/10.12989/scs.2018.29.1.067

피인용 문헌

  1. Development of BIM-Based Bridge Maintenance System Considering Maintenance Data Schema and Information System vol.13, pp.9, 2018, https://doi.org/10.3390/su13094858