Tomaso Trombetti

Tomaso Trombetti, Giada Gasparini, Baraccani Simonetta, 2015, 2015 IEEE Workshop on Environmental, Energy, and Structural Monitoring Systems (EESMS) Proceedings.

Refinements to the Silvestri’s theory for the evaluation of the seismic actions in flat-bottom silos containing grain-like material

Tomaso Trombetti, Stefano Silvestri, Luca Pieraccini, 2015, Bulletin of Earthquake Engineering.

RESULTS OF "PSEUDO-STATIC" TESTS WITH CYCLIC HORIZONTAL LOAD ON R.C. PANELS MADE WITH WOOD-CONCRETE CAISSON BLOCKS

Claudio Ceccoli, Tomaso Trombetti, Stefano Silvestri, 2008 .

Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2013 .

Application of a Direct Procedure for the Seismic Retrofit of a R/C School Building Equipped with Viscous Dampers

Tomaso Trombetti, Michele Palermo, Luca Landi, 2015, Front. Built Environ..

STRUCTURAL SAFETY OF THE MODENA CATHEDRAL

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2014 .

Towards 3D-printed steel grid-shells: the main idea and first studies

Tomaso Trombetti, Michele Palermo, Vittoria Laghi, 2018 .

A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers

Tomaso Trombetti, Michele Palermo, Luca Landi, 2018, Engineering Structures.

The static and dynamic monitoring of the Asinelli tower in Bologna, Italy

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2016 .

A direct procedure for the seismic design of frame structures with added viscous dampers

Tomaso Trombetti, Stefano Silvestri, Michele Palermo, 2017 .

A special solution for lateral-resisting systems capable of multiple seismic performances

Tomaso Trombetti, Stefano Silvestri, Giada Gasparini, 2011 .

Corrigendum to “Multi-performance seismic design through an enhanced first-storey isolation system” [Eng. Struct. 59 (2014) 495–506]

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2016 .

STIFFNESS-STRENGTH-DUCTILITY-DESIGN FOR CRESCENT SHAPED BRACES

Tomaso Trombetti, Stefano Silvestri, Giada Gasparini, 2008 .

Use of toggle brace system for the amplification of seismic damper motion in building structures

Tomaso Trombetti, Stefano Silvestri, Giada Gasparini, 2006 .

Physically-based prediction of the maximum corner displacement magnification of one-storey eccentric systems

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2013, Bulletin of Earthquake Engineering.

Force reduction factor for building structures equipped with added viscous dampers

Tomaso Trombetti, Michele Palermo, Luca Landi, 2013, Bulletin of Earthquake Engineering.

The structural behaviour of the masonry vaults of the Cathedral of Modena

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2017 .

Reinforcement design of the Filetto Bridge on the Santerno river near Bologna, Italy

Claudio Ceccoli, Tomaso Trombetti, Stefano Silvestri, 2009 .

Strong-Back System Coupled with Framed Structure to Control theBuilding Seismic Response

Tomaso Trombetti, Michele Palermo, Vittoria Laghi, 2017 .

3rd International Congress on Mechanical Models in Structural Engineering

Luisa María Gil-Martín, Enrique Hernández-Montes, Pablo de la Fuente, 2011 .

ASESGRAMAssessment of the Seismic Behaviour of Flat‐bottom SilosContaining Grain‐like Materials‐ Final Report ‐

S. Ivorra, Tomaso Trombetti, Stefano Silvestri, 2013 .

Use of Crescent Shaped Braces for Controlled Seismic Design of Ductile Structures

Tomaso Trombetti, Stefano Silvestri, Giada Gasparini, 2011 .

A PROCEDURE FOR THE DIMENSIONING OF VISCOUS DAMPERS TO BE INSERTED IN BUILDING STRUCTURES, PART I: FORMULATION

Tomaso Trombetti, Stefano Silvestri, Giada Gasparini, 2009 .

Italy's new forensic engineering research centre: a progress report

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2015 .

Structural Interpretation of Data from Static and Dynamic Structural Health Monitoring of Monumental Buildings

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2017 .

A Case Study of a Building in L'Aquila, Italy for Evaluating the Effects of Masonry Infills on the Seismic Behavior of R.C. Frame Structures

Tomaso Trombetti, Luca Landi, Stefano Silvestri, 2010 .

A Structural Analysis of the Modena Cathedral

Tomaso Trombetti, Michele Palermo, Renato Lancellotta, 2015 .

Humboldt Bay Middle Channel Bridge: 3D Bridge-foundations-ground System

Ahmed Elgamal, Tomaso Trombetti, Davide Forcellini, 2007 .

Analytical modeling of a shaking table system

Tomaso Trombetti, 1997 .

Inserting the mass proportional damping (MPD) system in a concrete shear-type structure

Claudio Ceccoli, Tomaso Trombetti, Stefano Silvestri, 2003 .

Analysis of the dynamic behaviour of squat silos containing grain-like material subjected to shaking table tests—ASESGRAM final report

Salvador Ivorra, Tomaso Trombetti, Stefano Silvestri, 2015 .

Shaking‐table tests of flat‐bottom circular silos containing grain‐like material

Salvador Ivorra, Tomaso Trombetti, Stefano Silvestri, 2016 .

The “Filetto” Bridge on the Santerno River near Bologna (Italy): seismic retrofit and reinforcement design

Claudio Ceccoli, Tomaso Trombetti, Stefano Silvestri, 2010 .

A comprehensive study on the seismic response of one-storey asymmetric systems

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2016, Bulletin of Earthquake Engineering.

On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures

Tomaso Trombetti, Michele Palermo, Luca Landi, 2013, Bulletin of Earthquake Engineering.

Numerical Verification of the Effectiveness of the “Alpha” Method for the Estimation of the Maximum Rotational Elastic Response of Eccentric Systems

Barbara Pintucchi, Tomaso Trombetti, Stefano Silvestri, 2008 .

A novel scheme for the mitigation of the seismic action through the use of viscous dampers: a parametric study

Tomaso Trombetti, Stefano Silvestri, Giada Gasparini, 2008 .

A statistical study on the peak ground parameters and amplification factors for an updated design displacement spectrum and a criterion for the selection of recorded ground motions

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2014 .

Structural Strengthening of the Portico of the Santa Maria Dei Servi Church in Bologna

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2016 .

Physical and Numerical Approaches for the Optimal Insertion of Seismic Viscous Dampers in Shear-Type Structures

Tomaso Trombetti, Stefano Silvestri, 2007 .

Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers

Tomaso Trombetti, Michele Palermo, Luca Landi, 2016, Bulletin of Earthquake Engineering.

An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five Storey Steel Building Structure

Tomaso Trombetti, Stefano Silvestri, Giada Gasparini, 2010 .

A Five-Step Procedure for the Dimensioning of Viscous Dampers to Be Inserted in Building Structures

Tomaso Trombetti, Stefano Silvestri, Giada Gasparini, 2010 .

Seismic Modal Contribution Factors

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2015, Bulletin of Earthquake Engineering.

Multi-performance seismic design through an enhanced first-storey isolation system

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2013 .

On the evaluation of the horizontal forces produced by grain-like material inside silos during earthquakes

Tomaso Trombetti, Stefano Silvestri, Giada Gasparini, 2012, Bulletin of Earthquake Engineering.

Crescent shaped braces for the seismic design of building structures

Tomaso Trombetti, Michele Palermo, Stefano Silvestri, 2015 .

On the modal damping ratios of shear-type structures equipped with Rayleigh damping systems

Tomaso Trombetti, Stefano Silvestri, 2006 .

Novel schemes for inserting seismic dampers in shear-type systems based upon the mass proportional component of the Rayleigh damping matrix

Tomaso Trombetti, Stefano Silvestri, 2007 .

On non‐linear dynamic analysis in the frequency domain: Algorithms and applications

Tomaso Trombetti, Alessandra Aprile, Andrea Benedetti, 1994 .

Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing

Tomaso Trombetti, Michele Palermo, Vittoria Laghi, 2020, The International Journal of Advanced Manufacturing Technology.

Shaking table testing of symmetric and asymmetric three-storey steel frame structures.

Adam J Crewe, Tomaso Trombetti, M. De Stefano, 2004 .

Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members

Tomaso Trombetti, Michele Palermo, Vittoria Laghi, 2019 .

Experimentally-validated modelling of thin RC sandwich walls subjected to seismic loads

Tomaso Trombetti, Michele Palermo, M. Palermo, 2016 .