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Structural robustness: A revisit

  • Andre, Joao (Department of Structures, National Laboratory for Civil Engineering)
  • Received : 2019.09.20
  • Accepted : 2020.01.14
  • Published : 2020.10.25

Abstract

The growing need for assuring efficient and sustainable investments in civil engineering structures has determined a renovated interest in the rational design of such structures from designers, clients and authorities. As a result, risk-informed decision-making methodologies are increasingly being used as a direct decision tool or as an upper-level layer from which performance-based approaches are then calibrated against. One of the most important and challenging aspects of today's structural design is to adequately handle the system-level effects, the known unknowns and the unknown unknowns. These aspects revolve around assessing and evaluating relevant damage scenarios, namely those involving unacceptable/intolerable damage levels. Hence, the importance of risk analysis of disproportionate collapse, and along with it of robustness. However, the way robustness has been used in modern design codes varies substantially, from simple provisions of prescriptive rules to complex risk analysis of the disproportionate collapse. As a result, implementing design for robustness is still very much a grey area and more so when it comes to defining means to quantify robustness. This paper revisits the most common robustness frameworks, highlighting their merits and limitations, and identifies one among them which is very promising as a way forward to solve the still open challenges.

Keywords

References

  1. Adam, J., Parisi, F., Sagaseta, J. and Lu, X. (2018), "Research and practice on progressive collapse and robustness of building structures in the 21st century", Eng. Struct., 173, 122-149. https://doi.org/10.1016/j.engstruct.2018.06.082.
  2. Andre, J. (2014), "Determination of the main parameters affecting the performance of bridge falsework systems", Ph.D. Dissertation, Oxford Brookes University, Oxford, United Kingdom.
  3. Andre, J., Beale, R. and Baptista, A. (2015), "New indices of structural robustness and structural fragility", Struct. Eng. Mech., 56(6), 1063-1093. https://doi.org/10.12989/sem.2015.56.6.1063.
  4. Andre, J., Beale, R. and Baptista, A. (2017a), "Structural risk analysis based on robustness and fragility indices", Proceedings of the 12th International Conference on Structural Safety and Reliability (ICOSSAR2017), Vienna, Austria, August.
  5. Andre, J., Canisius, G., Faber, M. and Morton, J. (2017b), Background Document - Robustness in the Eurocodes - Project Team WG6.T1, European Committee for Standardization (CEN), Brussels, Belgium.
  6. Andre, J. and Faber, M. (2019), "Proposal of guidelines for the evolution of robustness framework in the future generation of Eurocodes", Struct. Eng., 29(3), 433-442. https://doi.org/10.1080/10168664.2019.1599706.
  7. Agarwal, J. and England, J. (2008), "Recent developments in robustness and relation with risk", Proceedings of the Institution of Civil Engineers - Structures and Buildings; 161(4), 183-188. https://doi.org/10.1680/stbu.2008.161.4.183.
  8. Arup (2011), Review of International Research on Structural Robustness and Disproportionate Collapse, Department for Communities and Local Government, London, United Kingdom.
  9. ASCE/SEI (2016), ASCE/SEI 7-16: Minimum design loads and associated criteria for buildings and other structures, American Society of Civil Engineers (ASCE); Reston, Virginia, USA.
  10. Australian/New Zealand Standard (2002), AS/NZ 1170.0: Structural design actions. General principle, Standards Australia/Standards New Zealand; Sydney, Australia / Wellington, New Zealand.
  11. Baker, J., Schubert, M. and Faber, M. (2008), "On the assessment of robustness", Struct. Safety, 30(3), 253-267. https://doi.org/10.1016/j.strusafe.2006.11.004.
  12. Bazant, Z., Le, J., Greening, F. and Benson, D. (2008), "What did and did not cause collapse of World Trade Center Twin Towers in New York?", J. Eng. Mech., 134(10), 892-906. https://doi.org/10.1061/(ASCE)0733-9399(2008)134:10(892).
  13. Bazant, Z. and Verdure, M. (2007), "Mechanics of progressive collapse: Learning from World Trade Center and building demolitions", J. Eng. Mech., 133(3), 308-319. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:3(308).
  14. Beale, R. and Andre, J. (2017), "Structural safety", Design Solutions and Innovations in Temporary Structures, IGI Global, Pennsylvania, USA.
  15. Biondini, F. (2009), "A measure of lifetime structural robustness", Proceedings of ASCE Structures Congress 2009, Austin, USA, May.
  16. Biondini, F. and Frangopol, D. (2015), "Life-cycle robustness of deteriorating concrete structures", Proceedings of the 2nd International Conference on Performance-Based and Life-Cycle Structural Engineering (PLSE 2015), Brisbane, Australia, December.
  17. Biondini, F., Frangopol, D. and Restelli, S. (2008), "On structural robustness, redundancy, and static indeterminacy", Proceedings of the ASCE Structures Congress 2008, Vancouver, Canada, April.
  18. Bita, H., Huber, J., Voulpiotis, K. and Tannert, T. (2019), "Survey of contemporary practices for disproportionate collapse prevention", Eng. Struct., 199. https://doi.org/10.1016/j.engstruct.2019.109578.
  19. Bontempi, F., Gkoumas, K. and Arangio, S. (2008), "Systemic approach for the maintenance of complex structural systems", Struct. Infrastructure Eng., 4(2), 77-94. https://doi.org/10.1080/15732470601155235.
  20. Bontempi, F., Giuliani, L. and Gkoumas, K. (2007), "Handling the exceptions: Robustness assessment of a complex structural system", Proceedings of the 3rd international conference on structural engineering, mechanics and computation (SEMC 2007), Cape Town, South Africa, September.
  21. CEN (2013), "CEN/TC 250 response to Mandate M/515 'Towards a second generation of EN Eurocodes'"; European Committee for Standardization (CEN), Brussels, Belgium.
  22. Chen, Y., Huang, L., Lu, Y., Deng, L. and Tan, H. (2016), "Assessment of structural robustness under different events according to vulnerability", J. Performance Construct. Facilities, 30(5), 13. http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000854,04016004.
  23. Dusenberry, D. and Hamburger, R. (2006), "Practical means for energy-based analyses of disproportionate collapse potential", J. Performance Construct. Facilities, 20(4), 336-348. https://doi.org/10.1061/(ASCE)0887-3828(2006)20:4(336).
  24. Ellingwood, B. and Dusenberry, D. (2005), "Building design for abnormal loads and progressive collapse", Computer-Aided Civil Infrastructure Eng., 20(3), 194-205. https://doi.org/10.1111/j.1467-8667.2005.00387.x.
  25. Eurocode (2005), EN 1990: Basis of structural design, European Committee for Standardization (CEN); Brussels, Belgium.
  26. Eurocode (2014), EN 1991-1-7: Actions on structures. General actions - Accidental actions, European Committee for Standardization (CEN); Brussels, Belgium.
  27. Eurocode (2019), prEN 1990: Basis of structural and geotechnical design, European Committee for Standardization (CEN); Brussels, Belgium.
  28. Faber, M. (2008), Risk Assessment in Engineering. Principles, System Representation and Risk Criteria, Joint Committee on Structural Safety (JCSS), Copenhagen, Denmark.
  29. Faber, M. (2009), Risk and Safety in Engineering, Swiss Federal Institute of Technology Zurich (ETHZ), Zurich, Switzerland.
  30. Faber, M. and Narasimhan, H. (2011), COST Action TU0601 - Robustness of Structures: A Summary, Swiss Federal Institute of Technology Zurich (ETHZ), Zurich, Switzerland.
  31. Fallon, C., Quiel, S. and Naito, C. (2016), "Uniform pushdown approach for quantifying building-frame robustness and the consequence of disproportionate collapse", J. Performance Constructed Facilities, 30(6), 6, https://doi.org/10.1061/(ASCE)CF.1943-5509.0000912.
  32. FIB (2012), Model Code for Concrete Structures 2010, Federation Internationale du Beton (FIB); Lausanne, Switzerland.
  33. Frangopol, D. and Curley J. (1987), "Effects of damage and redundancy on structural reliability", J. Struct. Eng., 113(7), 1533-1549. https://doi.org/10.1061/(ASCE)0733-9445(1987)113:7(1533).
  34. Fu, G. and Frangopol, D. (1990), "Balancing weight, system reliability and redundancy in a multi objective optimization framework", Struct. Safety, 7(2), 165-175. https://doi.org/10.1016/0167-4730(90)90066-X.
  35. Gaxiola-Camacho, J., Azizsoltani, H., Villegas-Mercado, F. and Haldar, A. (2017), "A novel reliability technique for implementation of performance-based seismic design of structures", Eng. Struct., 142, 137-147. https://doi.org/10.1016/j.engstruct.2017.03.076.
  36. Gaxiola-Camacho, J., Haldar, A., Reyes-Salazar, A., Valenzuela-Beltran, F., Vazquez-Becerra, G. and Vazquez-Hernandez, A. (2018), "Alternative reliability-based methodology for evaluation of structures excited by earthquakes", Earthq. Struct., 14(4), 361-377. https://doi.org/10.12989/eas.2018.14.4.361.
  37. GSA (2013), Alternate Path Analysis and Design Guidelines for Progressive Collapse Resistance, U.S. General Services Administration, Washington, USA.
  38. Gulvanessian, H., Calgaro, J. and Holicky, M. (2012), Designer's Guide to Eurocode: Basis of Structural Design, (2nd Edition), Thomas Telford Ltd, London, United Kingdom.
  39. Hampel, F., Ronchetti, E., Rousseeuw, P. and Stahel, W. (1986), Robust Statistics: The Approach Based on Influence Functions, John Wiley and Sons, New York, USA.
  40. ISO 2394 (1998), General principles on reliability for structures, International Organization for Standardization (ISO); Geneva, Switzerland.
  41. ISO 24765 (2017), Systems and software engineering - Vocabulary, International Organization for Standardization (ISO); Geneva, Switzerland.
  42. Li, Y., Lu, X., Guan, H. and Yea, L. (2011) "An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures", Eng. Struct., 33(10), 2931-2942. https://doi.org/10.1016/j.engstruct.2011.06.017.
  43. Lu, X. and Guan, H. (2014) "An energy-based assessment on dynamic amplification factor for linear static analysis in progressive collapse design of ductile RC Frame structures", Adv. Struct. Eng., 17(8), 1217-1225. https://doi.org/10.1260/1369-4332.17.8.1217.
  44. Kokot, S. and Solomos, G. (2012), Progressive Collapse Risk Analysis: Literature Survey, Relevant Construction Standards and Guidelines, European Commission, Joint Research Centre, Institute for the Protection and Security of the Citizen, Publications Office of the European Union, Luxembourg.
  45. Maes, M., Fritzsons, K. and Glowienka, S. (2006), "Structural robustness in the light of risk and consequence analysis", Struct. Eng., 16(2), 101-107. https://doi.org/10.2749/101686606777962468.
  46. Mondal, S., Ray, P. and Maiti, J. (2014), "Modelling robustness for manufacturing processes: A critical review", J. Production Res., 52(2), 521-538. https://doi.org/10.1080/00207543.2013.837588.
  47. Nielsen, L., Glavind, S., Qin, J. and Faber, M. (2019), "Faith and fakes - Dealing with critical information in decision analysis", Civil Eng. Environ. Syst., 36(1), 32-54. https://doi.org/10.1080/10286608.2019.1615476.
  48. Sorensen, J. (2011), "Framework for robustness assessment of timber structures", Eng. Struct., 33(11), 3087-3092. ttps://doi.org/10.1016/j.engstruct.2011.02.025.
  49. Starossek, U. (2009), Progressive Collapse of Structures, Thomas Telford Ltd., London, United Kingdom.
  50. Starossek, U. and Haberland, M. (2008), "Measures of structural robustness - Requirements and applications", Proceedings of the ASCE Structures Congress 2008, Vancouver, Canada, April.
  51. Starossek, U. and Haberland, M. (2011), "Approaches to measures of structural robustness", Struct. Infrastructure Eng., 7(7-8), 625-631. https://doi.org/10.1080/15732479.2010.501562.
  52. Starossek, U. and Haberland, M. (2012), "Robustness of structures", J. Lifecycle Performance Eng., 1(1), 3-21. https://doi.org/10.1504/IJLCPE.2012.051279.
  53. Stewart, M. (2017), "Risk of progressive collapse of buildings from terrorist attacks: Are the benefits of protection worth the cost?", J. Performance Const. Facilities, 31(2). https://doi.org/10.1061/(ASCE)CF.1943-5509.0000954.
  54. Tanner, P. and Hingorani, R. (2015), "Acceptable risks to persons associated with building structures", Struct. Concrete, 16(3), 314-322. https://doi.org/10.1002/suco.201500012.
  55. USDOD (2010), Unified facilities criteria (UFC) - Design of buildings to resist progressive collapse. United States of America Defence Department, Washington, USA.