新皇冠体育app

Encyclopedia of Earthquake Engineering

Living Edition
| Editors: Michael Beer, Ioannis A. Kougioumtzoglou, Edoardo Patelli, Ivan Siu-Kui Au

Code-Based Design: Seismic Isolation of Buildings

  • Troy A. MorganEmail author
Living reference work entry
DOI: http://doi.org/10.1007/978-3-642-36197-5_304-1
  • 2.2k Downloads

Synonyms

Introduction

新皇冠体育appOne of the most significant developments in structural engineering in the past 20 years has undoubtedly been the emergence of performance-based design as a means of selecting, proportioning, and building structural systems to resist seismic excitations. This methodology is an ideal framework for design due to its flexibility with respect to the selection of performance objectives, the characterization and simulation of both demand and resistance, and the overarching treatment of uncertainty. A great strength of the methodology is that performance objectives may be defined in terms of structural performance, architectural function, socioeconomic considerations, and environmental sustainability. This framework has the attractive feature of providing a metric of performance that can be implemented by a wide variety of infrastructure stakeholders, including architects, building...

This is a preview of subscription content, log in to check access.

References

  1. American Society of Civil Engineers (ASCE) (2010) Minimum design loads for buildings and other structures. ASCE/SEI 7–10, ASCE, Reston
  2. BSSC (2003) FEMA 440: NEHRP recommended provisions for seismic regulations for new buildings and other structures. Building Seismic Safety Council, Washington, DC
  3. Buckle IG, Mayes RL (1990) Seismic isolation: history, application and performance – a world view. Earthquake Spectra 6(2):161–201
  4. Chopra AK (2007) Dynamics of structures: theory and application to earthquake engineering, 3rd edn. Pearson Prentice Hall, Englewood Cliffs
  5. Clark PW, Kelly JM (1994) Mechanical properties of BTR/Andre high-damping rubber seismic isolation bearings. EERC lab report 94–701, Earthquake Engineering Research Center, University of California, Berkeley
  6. Clark PW, Aiken ID, Nakashima M, Miyazaki M, Midorikawa M (2000) The 1995 Kobe (Hyogo-ken Nanbu) earthquake as a trigger for implementing new seismic design technologies in Japan. In: Lessons learned over time, vol 3, Learning from earthquake series. Earthquake Engineering Research Institute, Oakland, pp 79–109
  7. Constantinou MC, Whittaker AS, Kalpakidis Y, Fenz DM, Warn GP (2007) Performance of seismic isolation hardware under service and seismic loading. MCEER-07-0012, Multidisciplinary Center for Earthquake Engineering Research, State University of New York, Buffalo
  8. Fenz DM, Constantinou MC (2006) Behavior of double concave friction pendulum bearing. Earthq Eng Struct Dyn 35(11):1403–1424
  9. Fenz DM, Constantinou MC (2008a) Mechanical behavior of multi-spherical sliding bearings. MCEER-08-0007, Multidisciplinary Center for Earthquake Engineering Research, State University of New York, Buffalo
  10. Fenz DM, Constantinou MC (2008b) Spherical sliding isolation bearings with adaptive behavior: experimental verification. Earthq Eng Struct Dyn 37(2):185–205
  11. Kelly JM (1986) Aseismic base isolation: review and bibliography. Soil Dyn Earthq Eng 5(4):202–216
  12. Kelly JM (1993) Earthquake-resistant design with rubber. Springer, London
  13. Martelli A, Forni M, Clemente P (2012) Recent worldwide application of seismic isolation and energy dissipation and conditions for their correct use. In: Proceedings of 15th world conference on earthquake engineering, Lisbon
  14. Morgan TA (2007) The use of innovative base isolation systems to achieve complex seismic performance objectives. PhD dissertation, Department of Civil and Environmental Engineering, University of California, Berkeley
  15. Morgan TA, Mahin SA (2011) The use of innovative base isolation systems to achieve complex seismic performance objectives. PEER 2011/06, Pacific Earthquake Engineering Research Center, University of California, Berkeley
  16. Morgan TA, Whittaker AS, Thompson A (2001) Cyclic behavior of high-damping rubber bearings. In: Proceedings of 5th world congress on joints, bearings and seismic systems for concrete structures. American Concrete Institute, Rome
  17. Mosqueda G, Whittaker AS, Fenves GL (2004) Characterization and modeling of friction pendulum bearings subjected to multiple components of excitation. J Struct Eng ASCE 130(3):433–442
  18. Naeim F, Kelly JM (1999) Design of seismic isolated structures: from theory to practice. John Wiley, New York
  19. Skinner RI, Robinson WH, McVerry GH (1993) An introduction to seismic isolation. Wiley, Chichester
  20. Soong TT, Constantinou MC (1994) Passive and active structural vibration control in civil engineering. Springer-Verlag, Wien
  21. Yamamoto M, Minewaki S, Yoneda H, Higashino M (2012) Nonlinear behavior of high-damping rubber bearings under horizontal bidirectional loading: full-scale tests and analytical modeling. Earthq Eng Struct Dyn 41(13):1845–1860
  22. Zayas VA, Low SS, Mahin SA (1987) The FPS earthquake resisting system: experimental report. UCB/EERC-87/01, Earthquake Engineering Research Center, University of California, Berkeley
  23. Zayas VA, Low SS, Mahin SA (1990) A simple pendulum technique for achieving seismic isolation. Earthquake Spectra 6:317–333

Copyright information

© Springer-Verlag Berlin Heidelberg 2021

Authors and Affiliations

  1. 1.ExponentNew YorkUSA