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Articles

Non-prescriptive approaches to enhanced life cycle seismic performance of buildings

Pages 2-18 | Received 07 Jan 2016, Accepted 29 May 2016, Published online: 25 Jul 2016

References

  • CECS. (2004). CECS 160:2004 (draft) general rule for performance-based seismic design of buildings. Chinese Engineering Construction Standard, China Planning Press.
  • ISPRC-98. (1998). JGJ 99-98 technical specification for steel structures of tall building. Industry Standard of the People’s Republic of China, China Architecture & Building Press, Sections 5.5.1, 4.2.4, 5.5.1.2, 5.5.1.3, 1.0.2, 3.11.
  • ISPRC-10. (2010). JGJ 3-2010 technical specification for concrete structures of tall building. Industry Standard of the People’s Republic of China, China Architecture & Building Press, Sections 3.1.3., 3.12, 4.2.7, 3.7.3, 3.7.6, 3.3.1, 3.9.3, 11.1.2, 11.1.4, 5.1.13.
  • NCSSR. (2010). Technical notes on special seismic review of code-exceeding high-rise building structures, National Committee for Special Seismic Review of code-exceeding high-rise building structures ministry of housing and urban-rural development of the People’s Republic of China, Building Quality ( Document #164).
  • NSPRC-08. (2008). GB50223-2008 Standard for classification of seismic protection of building construction. China Architecture & Building Press, Sections 3.0.2, 6.0.11, 6.0.12, National Standard of People’s Republic of China.
  • NSPRC-10. (2010). GB50011-2010 code of seismic design of buildings. China Architecture & Building Press. Sections 3.1.1, 5.1.6, 5.5.1, 6.1.1, 6.1.2, 8.1.1, 8.1.3, 5.1.1, 5.1.2, 5.5.2, M.1.1-2, 3.1.3.2C, National Standard of People’s Republic of China.

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