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S. G. Buonopane and B. W. Schafer, “Reliability of Steel Frames Designed with Advanced Analysis,” Journal of Structural Engineering, Vol. 132, No. 2, 2006, pp. 267- 276. doi:10.1061/(ASCE)0733-9445(2006)132:2(267)

has been cited by the following article:

• TITLE: Reliability Index of Tall Buildings in Earthquake Zones

  AUTHORS: Mohammed S. Al-Ansari

  KEYWORDS: Reliability Index; Earthquake; Interaction Chart

  JOURNAL NAME: Open Journal of Earthquake Research, Vol.2 No.3, August 13, 2013

  ABSTRACT: The paper develops a reliability index approach to assess the reliability of tall buildings subjected to earthquake loading. The reliability index β model measures the level of reliability of tall buildings in earthquake zones based on their response to earthquake loading and according to their design code. The reliability index model is flexible and can be used for: 1) all types of concrete and steel buildings and 2) all local and international codes of design. Each design code has its unique reliability index β as a magnitude and the interaction chart corresponding to it. The interaction chart is a very useful tool in determining the building drift for the desired level of reliability during the preliminary design of the building members. The assessments obtained using the reliability index approach of simulated, tested, and actual buildings in earthquake zones were acceptable as indicators of the buildings reliability.