Performance-based design in earthquake engineering: a multidisciplinary review

Citation
Am. Chandler et Ntk. Lam, Performance-based design in earthquake engineering: a multidisciplinary review, ENG STRUCT, 23(12), 2001, pp. 1525-1543
Citations number
86
Categorie Soggetti
Civil Engineering
Journal title
ENGINEERING STRUCTURES
ISSN journal
01410296 → ACNP
Volume
23
Issue
12
Year of publication
2001
Pages
1525 - 1543
Database
ISI
SICI code
0141-0296(200112)23:12<1525:PDIEEA>2.0.ZU;2-P
Abstract
This paper reviews the contributions of research towards the development of the methodologies associated with Performance-Based Seismic Engineering (P BSE). Research undertaken in various related disciplines is reviewed, under the broad section headings of (i) Engineering Seismology and Geology (Seis mic Activity Modelling), (ii) Engineering Seismology (Seismic Hazard Modell ing), (iii) Soil Dynamics, (iv) System Dynamics, and (v) Mechanics of Mater ials (Concrete used as example). The sequence of the discussion is consiste nt with a typical seismic assessment procedure, which commences with seismi c activity modelling in the 'upstream' end of the procedure and finishes wi th consideration of structural mechanics behaviour at the 'downstream' end. Each section provides an outline of historical research and development, l eading to a review of the state-of-the-art approaches. Particular emphasis is given to the inter-linking of the disciplines, and the paper refers to s uch links as 'Nodal Points'. An example of a nodal point is the definition of probabilistic seismic hazard coefficients that are used to define seismi c hazard in terms of elastic response spectra, for example the response spe ctral accelerations at key periods of 0.3 and 1.0 s. Each of the Nodal Poin ts associated with the various disciplines has been critically reviewed, an d shortcomings have been identified. For example, the inability of a probab ilistic approach to fully represent an earthquake event as a physical proce ss is highlighted. Also, the importance of putting emphasis in future resea rch on determining the Maximum Credible (or Considered) Earthquake, MCE, is emphasised. The paper brings to light the fact that, although significant achievements have been made in each of the related disciplines and in the connection of the Nodal Points, there has been relatively little change in substance at t he Nodal Points themselves. An important outcome of this multi-disciplinary review is the identification of some key limitations in current procedures . The source of these limitations was traced upstream, and thence to the No dal Points that provide the inter-disciplinary links. This process has been referred to herein as Upstream Feedback. A review of the problems at these links sows the seeds for further development, which would not have been po ssible had all the recent contributions been confined within the individual disciplines. Such an Upstream Feedback process, enabling improvements to t he multi-discipinary links, would be instrumental in enhancing the overall effectiveness of PBSE in the future. (C) 2001 Elsevier Science Ltd. All rig hts reserved.