IDESIGN · Enabling Seismic Design Decision-Making under Uncertainty
FP7 — People (Marie Curie Actions)
- Duration
- 2011-09-01 → 2015-08-31
- EU contribution
- €100,000
- Participants
- 1
- Scheme
- MC-CIG
Lines connect the coordinator with its partners.
Results in brief
Enabling Seismic Design Decision-Making under Uncertainty
The primary goal is the development of a simple yet accurate method for designing structures with high performance under earthquakes. In essence, we seek to revolutionize the standard process that every professional structural engineer undertakes to seismically design a structure. Recent earthquakes have shown that buildings reflecting current design approaches may reduce the rate of fatalities, but often result to staggering monetary losses and disruption of functionality. To mitigate such consequences, we need to accurately estimate them by integrating seismic hazard and building response, both under the effect of uncertainty. Thus, four objectives are targeted: (a) develop a database of archetype buildings and their associated structural models, (b) quantify the effect of model and analysis uncertainties on the estimated building performance, (c) introduce a simplified approach to practically integrate seismic hazard and building vulnerability, and (d) develop a direct approach to produce a building design that can achieve the desired performance. To address the first and second objectives, multiple reinforced concrete and steel buildings typical of EU and USA were modeled. Then, a computationally efficient approach was proposed for rapidly establishing the effect of model uncertainties on the seismic performance (Figure 1). For the third objective, a simplified, yet accurate formula was offered for evaluating the seismic performance in terms of the mean annual frequency of damages occurring. Thus, intuition is gained on the structural parameters that influence the seismic behavior of the building, while an analytical estimation of the building performance becomes possible. To fulfil the fourth objective, the concept of Yield Frequency Spectra (see Figure 1) was developed, whereby an engineer can directly determine the required strength and stiffness of the structure given the seismic hazard at the building site and the owner’s requirements on how frequently it sustains low or high levels of damage. Both analytical approximations and accurate numerical solutions are available, encoded in open-source software (available in http://users.ntua.gr/divamva/projects.html#iDesign) that can estimate Yield Frequency Spectra within seconds to provide a reliable design basis for any building and any user requirements. The overall results achieved so far allow the practical design of structures with controllable consequences under seismic loads. The impact of this statement can only be understood by considering that, contrary to, e.g., smartphones where large teams of top engineers come together to develop a state-of-art device for mass production, each building is a unique design. In the lifetime of any such structure, designed by either the best or the most mediocre of professionals, an earthquake may come to test it. Then, the least capable designs will fail. Thus, having a simple approach that can be followed by non-specialists to produce buildings of practically guaranteed performance is of immeasurable socioeconomic importance, helping mitigate the losses to seismic events and safeguard human life and property. Finally, the favorable outcome of the project has helped this researcher achieve financial and employment stability by securing a tenure-track position at the National Technical University of Athens and building a research group to sustain future research endeavors.
Data: CORDIS, © European Union
Project objective
A robust methodology for performance-based seismic design is proposed that encompasses advanced analysis techniques under a common probabilistic framework to allow seismic design decision-making in the presence of uncertainties. Such a design method, whereby a structure is designed to satisfy a range of performance objectives paired with specific seismic hazard levels, has become the object of intensive research in the wake of the staggering economic losses witnessed in recent seismic events. Despite current advances in the adjacent field of performance-based assessment, and the emergence of displacement-based methods, no clear path has yet been defined on how to apply such results in design without considerable computational effort. At present, this necessitates a cumbersome process of analysis and redesign cycles that will slowly converge to a satisfactory, albeit largely non-optimal, structure. The task becomes more challenging when attempting to include the influence of epistemic uncertainties inherent in the structural model, analysis method and seismic loading.We will explore ways to offer a robust method for performance-based design using either static or dynamic nonlinear analysis techniques that can be readily used for practical applications and consequently implemented into seismic design code provisions. The fundamental building blocks will be (a) the formulation of standardized 2D and 3D mechanical models, (b) the quantification of the effect of uncertainties due to the modeling parameters and the analysis method used, (c) the use of a simplified closed-form probabilistic framework (d) the calibration versus optimal solutions and the estimation of the degree of conservatism involved in comparison to accurate assessment techniques. The ultimate goal is to develop a practical, yet accurate and safe, state-of-the-art performance-based design methodology, that will result to advantageous structural designs compared to the traditional force-based approaches.
Original text from CORDIS.
Participants
- ETHNICON METSOVION POLYTECHNION · ATHINACoordinatorGreece
Links
Data: CORDIS, © European Union
