169
Views
21
CrossRef citations to date
0
Altmetric
Original Articles

A Computational Strategy for Eurocode 8-Compliant Analyses of Reinforced Concrete Structures by Seismic Envelopes

ORCID Icon, ORCID Icon, ORCID Icon & ORCID Icon
Pages 1078-1111 | Received 29 Jan 2018, Accepted 19 Nov 2018, Published online: 18 Dec 2018

References

  • Alfano, G., Marmo, F. and Rosati, L. [2007] “An unconditionally convergent algorithm for the evaluation of the ultimate limit state of RC sections subject to axial force and biaxial bending,” International Journal for Numerical Methods in Engineering 72, 924–963. doi:10.1002/(ISSN)1097-0207.
  • Annigeri, S., Mittal, A. K. and Jain, A. K. [1996] “Uncoupled frequency ratio in asymmetric buildings,” Earthquake Engineering & Structural Dynamics 25(8), 871–881. doi:10.1002/(SICI)1096-9845(199608)25:8<871::AID-EQE593>3.0.CO;2-3.
  • Basu, D., Constantinou, M. C. and Whittaker, A. S. [2014] “An equivalent accidental eccentricity to account for the effects of torsional ground motion on structures,” Engineering Structures 69, 1–11. doi:10.1016/j.engstruct.2014.02.038.
  • Basu, D. and Jain, S. [2004] “Seismic analysis of asymmetric buildings with flexible floor diaphragms,” Journal of Structural Engineering 130(8), 1169–1176. doi:10.1061/(ASCE)0733-9445(2004)130:8(1169).
  • Chen, S. F., Teng, J. G. and Chan, S. L. [2001] “Design of biaxially loaded short composite columns of arbitrary section,” Journal of Structural Engineering 127(6), 678–685. doi:10.1061/(ASCE)0733-9445(2001)127:6(678).
  • Chopra, A. [2007] “b. Elastic response spectrum: A historical note,” Earthquake Engineering & Structural Dynamics 36(1), 3–12. doi:10.1002/eqe.609.
  • Chopra, A. [2007a] Dynamics of Structures: Theory and Applications to Earthquake Engineering, Pearson/Prentice Hall, Boston, Massachusetts.
  • De La Llera, J. and Chopra, A. [1995] “Estimation of accidental torsion effects for seismic design of buildings,” Journal of Structural Engineering 121(1), 102–114. doi:10.1061/(ASCE)0733-9445(1995)121:1(102).
  • De La Llera, J. C. and Chopra, A. K. [1994a] “b. Evaluation of code accidental–torsion provisions from building records,” Journal of Structural Engineering 120(2), 597–616. doi:10.1061/(ASCE)0733-9445(1994)120:2(597).
  • De La Llera, J. C. and Chopra, A. K. [1994b] “Using accidental eccentricity in code-specified static and dynamic analyses of buildings,” Earthquake Engineering & Structural Dynamics 23(9), 947–967. doi:10.1002/eqe.4290230903.
  • De La Llera, J. C. and Chopra, A. K. [1994a] “Accidental torsion in buildings due to base rotational excitation,” Earthquake Engineering & Structural Dynamics 23(9), 1003–1021. doi:10.1002/eqe.4290230906.
  • Der Kiureghian, A. [1981] “A response spectrum method for random vibration analysis of mdf systems,” Earthquake Engineering & Structural Dynamics 9(5), 419–435. doi:10.1002/eqe.4290090503.
  • Eurocode 2. [1992] CEN EN 1992–1–1 Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings, European Community, Bruxelles.
  • Eurocode 8. [1998] CEN EN 1998–1 Design of Structures for Earthquake Resistance. Part I: General Rules, Seismic Actions and Rules for Buildings, European Community, Bruxelles.
  • Goel, R. and Chopra, A. [1993] “Seismic code analysis of buildings without locating centers of rigidity,” Journal of Structural Engineering - ASCE 119(10), 3039–3055. doi:10.1061/(ASCE)0733-9445(1993)119:10(3039).
  • Hernández, J. J. and López, O. A. [2002] “Response to three-component seismic motion of arbitrary direction,” Earthquake Engineering & Structural Dynamics 31(1), 55–77. doi:10.1002/eqe.95.
  • ICBO. [1991]. “Uniform building code,” International Conference of Building Officials, Pasadena, CA.
  • Ile, N. and Frau, A. [2017] “Use of response envelopes for seismic margin assessment of reinforced concrete walls and slabs,” Nuclear Engineering and Design 314, 238–250. doi:10.1016/j.nucengdes.2017.01.018.
  • Karimiyan, S., Kashan, A. and Karimiyan, M. [2014] “Progressive collapse vulnerability in 6-Story RC symmetric and asymmetric buildings under earthquake loads,” Earthquake and Structures 6(5), 473–494. doi:10.12989/eas.2014.6.5.473.
  • Lin, W. H., Chopra, A. K. and De La Llera, J. C. [2001] “Accidental torsion in buildings: analysis versus earthquake motions,” Journal of Structural Engineering 127(5), 475–481. doi:10.1061/(ASCE)0733-9445(2001)127:5(475).
  • López, O., Hernández, J., Bonilla, R. and Fernández, A. [2006] “Response spectra for multicomponent structural analysis,” Earthquake Spectra 22(1), 85–113. doi:10.1193/1.2162898.
  • Marmo, F. and Rosati, L. [2012] “Analytical integration of elasto-plastic uniaxial constitutive laws over arbitrary sections,” International Journal for Numerical Methods in Engineering 91, 990–1022. doi:10.1002/nme.v91.9.
  • Marmo, F. and Rosati, L. [2013] “The fiber-free approach in the evaluation of the tangent stiffness matrix for elastoplastic uniaxial constitutive laws,” International Journal for Numerical Methods in Engineering 94, 868–894. doi:10.1002/nme.v94.9.
  • Marmo, F., Serpieri, R. and Rosati, L. [2011] “Ultimate strength analysis of prestressed reinforced concrete sections under axial force and biaxial bending,” Computers & Structures 89, 91–108. doi:10.1016/j.compstruc.2010.08.005.
  • Menun, C. [2003] “A response–spectrum–based envelope for Mohr’s circle,” Earthquake Engineering & Structural Dynamics 32(12), 1917–1935. doi:10.1002/eqe.308.
  • Menun, C. [2004] “An envelope for Mohr’s circle in seismically excited three-dimensional structures,” Earthquake Engineering & Structural Dynamics 33(9), 981–998. doi:10.1002/eqe.388.
  • Menun, C. and Der Kiureghian, A. [1998] “A replacement for the 30%, 40%, and SRSS rules for multicomponent seismic analysis,” Earthquake Spectra 14(1), 153–163. doi:10.1193/1.1585993.
  • Menun, C. and Der Kiureghian, A. [2000a] “Envelopes for seismic response vectors. – I: theory,” Journal of Structural Engineering 126(4), 467–473. doi:10.1061/(ASCE)0733-9445(2000)126:4(467).
  • Menun, C. and Der Kiureghian, A. [2000b] “Envelopes for seismic response vectors. – II: application,” Journal of Structural Engineering 126(4), 474–481. doi:10.1061/(ASCE)0733-9445(2000)126:4(474).
  • NBCC. [2005] National Research Council of Canada – National Building Code of Canada (NBCC), National Research Council of Canada, Ottawa, Ontario.
  • Newmark, N. M. [1969]. “Torsion in symmetrical buildings,” Proceedings of the Fourth World Conference on Earthquake Engineering, Santiago, Chile, pp. 19–32. (3).
  • NTC. [2008] CSLLPP – DMLLPP 14/ 01/2008Norme Tecniche per le Costruzioni – Standard building rules, Ministero dei Lavori Pubblici, Roma, Italy.
  • NTC. [2018] CSLLPP – DMLLPP 17/ 01/2018Norme Tecniche per le Costruzioni – Standard building rules, Ministero dei Lavori Pubblici, Roma, Italy.
  • NZS 1170.5. [2004] Standards New Zealand NZS 1170.5 – Structural Design Actions, Part 5: Earthquake Actions, Ministry of Business, Innovation & Employment, Wellington.
  • Selna, L. G. and Lawder, J. H. [1977]. “Biaxial inelastic frame seismic behavior,” Symposium Publication on American Concrete Institute SP-53, Symposium on Reinforced Concrete Structures in Seismic Zones, American Concrete Institute Annual Convention, San Francisco, California, pp. 439–461.
  • Sessa, S., Marmo, F. and Rosati, L. [2015] “Effective use of seismic response envelopes for reinforced concrete structures,” Earthquake Engineering & Structural Dynamics 44(14), 2401–2423. doi:10.1002/eqe.2587.
  • Sessa, S., Marmo, F., Rosati, L., Leonetti, L., Garcea, G. and Casciaro, R. [2018] “Evaluation of the capacity surfaces of reinforced concrete sections: eurocode versus a plasticity-based approach,” Meccanica 53(6), 1493–1512. doi:10.1007/s11012-017-0791-1.
  • Smeby, W. and Der Kiureghian, A. [1985] “Modal combination rules for multicomponent earthquake excitation,” Earthquake Engineering & Structural Dynamics 13(1), 1–12. doi:10.1002/eqe.4290130103.
  • Tso, W. K. and Dempsey, K. M. [1980] “Seismic torsional provisions for dynamic eccentricity,” Earthquake Engineering & Structural Dynamics 8, 275–289. doi:10.1002/eqe.4290080307.
  • Valoroso, N., Marmo, F. and Sessa, S. [2014] “Limit state analysis of reinforced shear walls,” Engineering Structures 61, 127–139. doi:10.1016/j.engstruct.2013.12.032.
  • Valoroso, N., Marmo, F. and Sessa, S. [2015] “A novel shell element for nonlinear pushover analysis of reinforced concrete shear walls,” Bulletin of Earthquake Engineering 13(8), 2367–2388. doi:10.1007/s10518-015-9724-3.
  • Wilson, E. L., Der Kiureghian, A. and Bayo, E. P. [1981] “A replacement for the srss method in seismic analysis,” Earthquake Engineering & Structural Dynamics 9(2), 187–192. doi:10.1002/eqe.4290090207.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.