Research Report Rose

Developments in the prediction and mitigation of residual deformations. Due to seismic demand, including asymmetric structural response

Accounting for P-delta effects in structures when using direct displacement-based design

Structural characteristics of turkish RC building stock in nortern Marmara region for loss assessment applications

Displacement-based seismic design of isolated bridges

Probabilistic seismic assessment for hospitals and complez-social systems

Seismic design of torsionally eccentric buildings with u-shaped rc walls

Out-of-plane seismic response of unreinforced masonry. Definition of seismic input

Influence of clamping. Stresses on the shear strenght of concrete slabs under uniform loads

A method for seismic response assesment of RC frames using simplified linear approach based on response factors

A Fibre flexure-shear model for cyclic nonlinear behaviour of RC structural elements

Derivation of empirical fragility curves from italian damage data

Mitigation of higher mode effects in base-rocking systems by using multiple rocking sections

Static tests on dry stone masonry and evaluation of static collapse multipliers

On the development of seismic design forces for flexible floor diaphragms in reinforced concrete wall buildings

Dinamic amplification of seismic moments and shear forces in cantilever walls

Residual deformations in the performance-based seismic assessment of frame structures

Introduction to structural testing techniques in earthquake engineering (An)

Lessloss. A european integrated project on risk mitigation for earthquakes and landslides

Modelling and analysis of high damping for the seismic protection of bridges

Modelling inelastic response in direct displacement. Based design

Displacement-based assessment of RC columns with limited shear resistence

Development of a displacement based method for earthquake loss assessment

Residual deformations in the performance-based sismic assessment of frame structures

Seismic soil-structure interaction in carge-diameter shaft foundations