P. Diotallevi

发表

Prediction of inelastic structural response using an average of spectral accelerations

J. Baker, M. Bianchini, P. Diotallevi, 2008 .

ON THE APPLICATION OF OUTPUT-ONLY MODAL IDENTIFICATION TO BASE EXCITED FRAME STRUCTURES

P. Diotallevi, G. Bernagozzi, L. Landi, 2016 .

MODELLING OF FRICTION PENDULUM ISOLATORS IN STRUCTURES SUBJECTED TO HORIZONTAL AND VERTICAL GROUND MOTIONS

G. Grazi, P. Diotallevi, L. Landi, 2014 .

Calibration of an Equivalent Strut Model for the Nonlinear Seismic Analysis of Infilled RC Frames

P. Diotallevi, L. Landi, A. Tardini, 2012 .

A Novel Time-Frequency Distribution for Real-Time Monitoring of Civil Infrastructures

Luca Landi, Pier Paolo Diotallevi, Giacomo Bernagozzi, 2021 .

Structure-type classification and flexibility-based detection of earthquake-induced damage in full-scale RC buildings

P. Diotallevi, G. Bernagozzi, L. Landi, 2022, Journal of Civil Structural Health Monitoring.

Modal assurance distribution of multivariate signals for modal identification of time-varying dynamic systems

Luca Landi, Pier Paolo Diotallevi, Said Quqa, 2021 .

Seismic Analysis of Base-Isolated Structures

M. Indirli, M. Forni, P. Diotallevi, 1996 .

Simplified probabilistic seismic assessment of RC frames with added viscous dampers

Luca Landi, Pier Paolo Diotallevi, Cristina Vorabbi, 2017 .

Numerical and Experimental Evaluation of Benefits of Seismic Isolation on the Structural Behaviour

M. Indirli, A. Martelli, M. Forni, 1996 .

Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames

Luca Landi, Pier Paolo Diotallevi, Filippo Conti, 2015 .

A two‐step direct method for estimating the seismic response of nonlinear structures equipped with nonlinear viscous dampers

Luca Landi, Pier Paolo Diotallevi, Omar Fabbri, 2014 .

A procedure for the direct determination of the required supplemental damping for the seismic retrofit with viscous dampers

Luca Landi, Pier Paolo Diotallevi, Simone Lucchi, 2014 .

On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings

Luca Landi, Pier Paolo Diotallevi, Giulia Castellari, 2013 .

A Methodology for the Direct Assessment of the Damping Ratio of Structures Equipped with Nonlinear Viscous Dampers

Luca Landi, Pier Paolo Diotallevi, Alberto Dellavalle, 2012 .

SIMPLIFIED DESIGN METHODOLOGY FOR SYSTEMS EQUIPPED WITH NON-LINEAR VISCOUS DAMPERS

P. Diotallevi, L. Landi, A. Dellavalle, 2008 .

The contribution of urban-scale environmental monitoring to materials diagnostics: A study on the Cathedral of Modena (Italy)

Pier Paolo Diotallevi, Elisa Franzoni, Enrico Sassoni, 2011 .

On the Use of Singular Vectors for the Flexibility-Based Damage Detection under the Assumption of Unknown Structural Masses

Luca Landi, Pier Paolo Diotallevi, Said Quqa, 2018 .

Application of modal flexibility-based deflections for damage diagnosis of a steel frame structure

Carlos E. Ventura, Pier Paolo Diotallevi, Giacomo Bernagozzi, 2017 .

A Procedure for the Displacement-Based Seismic Assessment of Infilled RC Frames

Luca Landi, Pier Paolo Diotallevi, Annalisa Tardini, 2016 .

Extension of Direct Displacement-Based Design to Plan-Asymmetric RC Frame Buildings

Luca Landi, Pier Paolo Diotallevi, Alessandro Paparo, 2012 .

Instantaneous modal identification under varying structural characteristics: A decentralized algorithm

Luca Landi, Pier Paolo Diotallevi, Said Quqa, 2020 .

DISTRIBUTION OF DAMPER PROPERTIES ALONG THE HEIGHT AND THE PLAN FOR THE SEISMIC RETROFIT OF PLAN-ASYMMETRIC RC FRAMES

P. Diotallevi, L. Landi, A. Molari, 2018 .

INFLUENCE OF VERTICAL DISTRIBUTION OF DAMPER PROPERTIES FOR SEISMIC UPGRADING OF REGULAR AND IRREGULAR RC FRAMES

P. Diotallevi, L. Landi, F. Conti, 2014 .

A Procedure for the Design of Viscous Dampers to Be Inserted in Existing Plan-Asymmetric Buildings

P. Diotallevi, L. Landi, G. Castellari, 2012 .

Direct Determination of the Required Supplemental Damping for the Seismic Rehabilitation of Existing Buildings

P. Diotallevi, L. Landi, S. Lucchi, 2012 .

SEISMIC ASSESSMENT OF AN EXISTING RC HOSPITAL BUILDING : STUDY FOR THE REHABILITATION WITH SUPPLEMENTAL FLUID-VISCOUS DAMPERS

A. Busca, P. Diotallevi, L. Landi, 2008 .

Effect of near-fault ground motions on the response of base-isolated structures

P. Diotallevi, L. Landi, S. Benni, 2006 .

Output-only damage detection in buildings using proportional modal flexibility-based deflections in unknown mass scenarios

Raimondo Betti, Suparno Mukhopadhyay, Luca Landi, 2018, Engineering Structures.

Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures

Luca Landi, Pier Paolo Diotallevi, Giacomo Bernagozzi, 2017 .

Modal testing through forced sine vibrations of a timber footbridge

Luca Landi, Pier Paolo Diotallevi, Giacomo Bernagozzi, 2016 .

Equivalent Viscous Damping for the Displacement-Based Seismic Assessment of Infilled RC Frames

P. Diotallevi, L. Landi, A. Tardini, 2012 .

Automatic identification of dense damage-sensitive features in civil infrastructure using sparse sensor networks

Luca Landi, Pier Paolo Diotallevi, Said Quqa, 2021 .

On the use of multivariate autoregressive models for vibration-based damage detection and localization

Raimondo Betti, Luca Landi, Pier Paolo Diotallevi, 2021 .

Seismic structural health monitoring using the modal assurance distribution

P. Diotallevi, L. Landi, Said Quqa, 2021, Earthquake Engineering & Structural Dynamics.

Foundation Soil Influence on the Seismic Response of Piers

P. Diotallevi, R. Poluzzi, 1995 .

Comparison of different models for friction pendulum isolators in structures subjected to horizontal and vertical ground motions

Luca Landi, Gian Luca Grazi, Pier Paolo Diotallevi, 2016 .

Influence of shear in the non-linear analysis of RC members

Luca Landi, Pier Paolo Diotallevi, Filippo Cardinetti, 2008 .

A FIBRE BEAM COLUMN ELEMENT FOR MODELLING THE FLEXURE-SHEAR INTERACTION IN THE NON-LINEAR ANALYSIS OF RC STRUCTURES

P. Diotallevi, L. Landi, Filippo Cardinetti, 2008 .