Publications de Pia Hannewald | EPFL Graph Search

Development and validation of simplified mechanics-based capacity curves for scenario-based risk assessment of school buildings in Basel

Pierino Lestuzzi, Clotaire Michel, Pia Hannewald

2020

Evaluation et confortement parasismique d’un bâtiment industriel en Suisse

AFPS2019

Deriving fragility functions from bilinearized capacity curves for earthquake scenario modelling using the conditional spectrum

Pierino Lestuzzi, Clotaire Michel, Pia Hannewald

The development of fragility curves to perform seismic scenario-based risk assessment requires a fully probabilistic procedure in order to account for uncertainties at each step of the computation. This is especially true when developing fragility curves c ...

SPRINGER2018

Seismic assessment of an existing 20-floor concrete shear wall building in Beijing according to European standards

Pierino Lestuzzi, Pia Hannewald

2017

Earthquake scenarios for school buildings in the city of Basel (Switzerland)

Pierino Lestuzzi, Clotaire Michel, Pia Hannewald

2017

Lehre aus probabilistisch-mechanischen Schadensszenarien für Schulgebäude in Basel (CH)

Pierino Lestuzzi, Clotaire Michel, Pia Hannewald

2017

Mechanics-based earthquake loss scenarios: what benefit and what uncertainties?

Pierino Lestuzzi, Clotaire Michel, Pia Hannewald

Résumé ...

2016

Three-Parameter Kinematic Theory for Shear-Dominated Reinforced Concrete Walls

Katrin Beyer, Pia Hannewald, Boyan Iliev Mihaylov

This paper is aimed at addressing the need for physically accurate and computationally effective models for predicting the response of shear-dominated reinforced concrete walls. The presented theory is based on a three-degree-of-freedom kinematic model for ...

Asce-Amer Soc Civil Engineers2016

Detaillierte Erdbeben-Schadenszenarien für die Schulgebäude im Kanton Basel-Stadt

Pierino Lestuzzi, Clotaire Michel, Pia Hannewald

SIA Dokumentation D 02552015

Seismic Behavior of Poorly Detailed RC Bridge Piers

Pia Hannewald

Existing bridges may have been designed and constructed according to codes without any provisions for seismic design and detailing. Particularly in countries with moderate seismicity, such as Switzerland, modern seismic design standards might have been int ...

EPFL2013