Conceptual seismic design in performance‐based earthquake engineering
- 2 December 2018
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 48 (4) , 389-411
Abstract
Summary: A principal aspect of seismic design is the verification of performance limit states, which help ensure satisfactory behaviour within a performance‐based earthquake engineering framework. However, it is increasingly acknowledged that while ensuring life safety is a suitable basic design requirement, more meaningful metrics of seismic performance exist. Expected annual loss (EAL) has gained attention in recent years but tends to be limited to seismic assessment. This article proposes a novel conceptual design framework that employs EAL as a design tool and requires very little building information at the design outset. This means that designers may commence from a definition of required EAL and arrive at a number of feasible structural solutions without the need for any detailed design calculations or numerical analysis. This works by transforming the building performance definition to a design solution space using a number of simplifying assumptions. A suitable structural response backbone is subsequently determined and used to identify feasible building typologies and associated structural geometries. The assumptions made to implement such a conceptual design framework are discussed and justified herein followed by a case study application. This proposed design framework is intended to form the first step in seismic design to identify suitable typologies and layouts before subsequent member detailing and design verification. This way, engineers, architects, and clients can make more informed decisions that target certain performance goals at the beginning of design before further refinement.Keywords
Funding Information
- Italian Ministry of Education, University and Research at IUSS Pavia
This publication has 22 references indexed in Scilit:
- Developing Direct Displacement-Based Procedures for Simplified Loss Assessment in Performance-Based Earthquake EngineeringJournal of Earthquake Engineering, 2013
- Displacement Reduction Factors for the Design of Medium and Long Period StructuresJournal of Earthquake Engineering, 2011
- Review of Design Parameters of Concentrically Braced Frames with RHS Shape BracesJournal of Earthquake Engineering, 2009
- Equivalent Damping in Support of Direct Displacement-Based DesignJournal of Earthquake Engineering, 2007
- Decision support for conceptual performance-based designEarthquake Engineering & Structural Dynamics, 2005
- EQUIVALENT VISCOUS DAMPING EQUATIONS FOR DIRECT DISPLACEMENT BASED DESIGNJournal of Earthquake Engineering, 2005
- Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame GuidelinesJournal of Structural Engineering, 2002
- Evaluation of approximate methods to estimate maximum inelastic displacement demandsEarthquake Engineering & Structural Dynamics, 2001
- Inelastic Displacement Ratios for Structures on Firm SitesJournal of Structural Engineering, 2000
- Consistent inelastic design spectra: Strength and displacementEarthquake Engineering & Structural Dynamics, 1994