Aurelio Ghersi

发表

Influence of design procedures on the seismic response of bi‐eccentric plan‐asymmetric systems

Aurelio Ghersi, Pier Paolo Rossi, A. Ghersi, 2006 .

Preliminary Validation of a Multimodal Adaptive Procedure

Aurelio Ghersi, Francesea Barbagallo, Melina Bosco, 2015 .

Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions

Aurelio Ghersi, Melina Bosco, Edoardo M. Marino, 2012 .

Influence of bi-directional ground motions on the inelastic response of one-storey in-plan irregular systems

Aurelio Ghersi, Pier Paolo Rossi, P. Rossi, 2001 .

Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2015 .

An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings

Aurelio Ghersi, Melina Bosco, Edoardo M. Marino, 2021 .

The ColdForm computer program

Raffaele Landolfo, Aurelio Ghersi, Federico M. Mazzolani, 2001 .

Generalized corrective eccentricities for nonlinear static analysis of buildings with framed or braced structure

Aurelio Ghersi, Pier Paolo Rossi, Edoardo M. Marino, 2017, Bulletin of Earthquake Engineering.

Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2013 .

Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia

Aurelio Ghersi, Pietrantonio Ricci, Davide Lavorato, 2018 .

Comparison among codes

Raffaele Landolfo, Aurelio Ghersi, Federico M. Mazzolani, 2001 .

A Global Approach to the Design of Steel Frames

Aurelio Ghersi, Pier Paolo Rossi, F. Neri, 1999 .

11.46: The design of suspended zipper braced frames in the framework of eurocode 8

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2017 .

Application of Nonlinear Static Method with Corrective Eccentricities to Multistorey Buildings: A Case Study

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2013 .

A Capacity Design Procedure for Columns of Steel Structures with Diagonals Braces

Aurelio Ghersi, Melina Bosco, 2015 .

Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings

Aurelio Ghersi, Pier Paolo Rossi, Edoardo M. Marino, 2007 .

A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2020 .

On the evaluation of seismic response of structures by nonlinear static methods

Aurelio Ghersi, Melina Bosco, Edoardo M. Marino, 2009 .

A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures

Aurelio Ghersi, Edoardo M. Marino, Pietro Lenza, 2017 .

A Simple Procedure to Design Steel Frames to Fail in Global Mode

Aurelio Ghersi, Edoardo M. Marino, F. Neri, 1999 .

A design procedure for dual eccentrically braced-moment resisting systems: Theory

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2009 .

Comparison of nonlinear static methods for the assessment of asymmetric buildings

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2013, Bulletin of Earthquake Engineering.

Codified design bases

Raffaele Landolfo, Aurelio Ghersi, Federico M. Mazzolani, 2001 .

Formulation of design eccentricity to reduce ductility demand in asymmetric buildings

Aurelio Ghersi, Pier Paolo Rossi, 2000 .

Application of Nonlinear Static Method with Corrective Eccentricities to Steel Multi-storey Braced Buildings

Aurelio Ghersi, Pier Paolo Rossi, Edoardo M. Marino, 2016 .

Buckling modes of double-channel cold-formed beams

Federico M. Mazzolani, Raffaele Landolfo, Aurelio Ghersi, 1994 .

Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2015 .

Statistical analysis of seismic behaviour of steel frames: Influence of overstrength

Zila Rinaldi, Aurelio Ghersi, B. Calderoni, 1996 .

Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2019, The Open Construction and Building Technology Journal.

A DESIGN METHOD FOR THE SEISMIC UPGRADE OF EXISTING R.C. FRAMES BY BUCKLING RESTRAINED BRACES

Aurelio Ghersi, Melina Bosco, Edoardo M. Marino, 2008 .

Improvement of the model proposed by Menegotto and Pinto for steel

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2016 .

Improved Nonlinear Static Methods for Prediction of the Seismic Response of Asymmetric Single-Storey Systems

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2016 .

Ultimate behaviour of r.c. frames under seismic loads: influence of design parameters

Zila Rinaldi, Aurelio Ghersi, B. Calderoni, 1970 .

Design of Metallic Cold-Formed Thin-Walled Members

Federico M. Mazzolani, Raffaele Landolfo, Aurelio Ghersi, 2002 .

Calibration of a Bending Model for Cold-formed Sections

Aurelio Ghersi, A. De Martino, Frederico M. Mazzolani, 1992 .

Static vs. Modal Analysis of Asymmetric Buildings: Effectiveness of Dynamic Eccentricity Formulations

Zila Rinaldi, Aurelio Ghersi, B. Calderoni, 2002 .

Bending Behaviour of Double-C Thin Walled Beams

Federico M. Mazzolani, Aurelio Ghersi, A. DeMartino, 1990 .

Corrective Eccentricities for the Evaluation of the Seismic Response of One-Storey Asymmetric Systems by Nonlinear Static Analysis

Aurelio Ghersi, Melina Bosco, Edoardo M. Marino, 2009 .

Influence of the Interaction Yield Domain on Lateral-Torsional Coupling of Asymmetric Single-Storey Systems

Aurelio Ghersi, Pier Paolo Rossi, Melina Bosco, 2016 .