(CTA 2013) DISPOSITIVI INNOVATIVI PER LA MITIGAZIONE DEGLI EFFETTI DEL BLAST SU FACCIATE IN VETRO-ACCIAIO SOSTENUTE DA CAVI —- INNOVATIVE DEVICES FOR THE MITIGATION OF BLAST EFFECTS ON CABLE-SUPPORTED GLASS-STEEL FAÇADES
ABSTRACT The paper focuses on the structural response of a high-level air blast loaded cable-supported façade. Based on numerical results of previous... Learn More
(CTA 2013) MODELLAZIONE IN CAMPO NON LINEARE DELLE STRUTTURE COMPOSTE INTELAIATE ACCIAIO-CALCESTRUZZO IN ZONA SISMICA – PARTE 2: IL TELAIO COMPOSTO —- NONLINEAR MODELING OF STEEL-CONCRETE COMPOSITE FRAME STRUCTURES IN SEISMIC AREA – PART 2: THE COMPOSITE FRAME
ABSTRACT The modeling and design of a composite framed structure in seismic zone is particularly complex due to the presence of the... Learn More
(CTA 2013) MODELLAZIONE IN CAMPO NON LINEARE DELLE STRUTTURE COMPOSTE INTELAIATE ACCIAIO-CALCESTRUZZO IN ZONA SISMICA – PARTE 1: IL GIUNTO COMPOSTO —- NON LINEAR MODELING OF STEEL-CONCRETE COMPOSITE FRAMES STRUCTURES IN SEISMIC AREA – PART 1: THE COMPOSITE JOINT
ABSTRACT The seismic design of a framed structure is far more complex than the design of a structure in steel only, because... Learn More
(CTA 2015) INFLUENZA DI GIUNTI ADESIVI LINEARI E TELAI METALLICI SULLA STABILITÀ STRUTTURALE DI PANNELLI IN VETRO SOTTOPOSTI A TAGLIO —— INFLUENCE OF LINEAR SEALANT JOINTS AND METAL FRAMES ON THE STRUCTURAL STABILITY OF GLASS PANELS UNDER SHEAR
The structural stability of linearly adhesively supported glass panels restrained by means of metal frames and subjected to in-plane shear walls is... Learn More
(CTA 2015) LE LINEE GUIDA PER LA PROGETTAZIONE E LA MODELLAZIONE DI NODI COMPOSTI ACCIAIO-CALCESTRUZZO —– COMPOSITE STEEL-CONCRETE JOINTS DESIGN AND MODELLING GUIDELINES
The behaviour of steel and steel-concrete composite joints has been thoroughly studied in the last decades, with particular focus on their influence... Learn More
(CTA 2015) INFLUENZA DELLA FESSURAZIONE DELLA SOLETTA NELLA VERIFICA A FATICA DI PONTI A SEZIONE COMPOSTA ACCIAIO-CALCESTRUZZO —– INFLUENCE OF SLAB CRACKING IN THE FATIGUE VERIFICATION OF STEEL-CONCRETE COMPOSITE BRIDGES
The fatigue phenomenon in composite steel-concrete bridges is strongly influenced by the cracking of the slab. In this work the cracking is... Learn More
(CTA 2015) ANALISI E OTTIMIZZAZIONE DI PONTI IN STRUTTURA MISTA ACCIAIO-CALCESTRUZZO CON TRAVI DI ALTEZZA VARIABILE —– ANALYSIS AND OPTIMIZATION OF STEEL-CONCRETE COMPOSITE BRIDGES WITH VARIABLE BEAM SECTIONS
In the design of composite multi-girder bridges, structural optimization, aimed at the reduction of construction material while guaranteeing safety during the whole... Learn More
Optimal design of composite steel-concrete bridges with variable cross-section beam —- Progetto ottimale di ponti in struttura mista acciaio-calcestruzzo dotati di travi ad altezza variabile (CM 5/2016)
In the design of composite multi-girder bridges, structural optimization, aimed at the reduction of construction material while guaranteeing safety during the whole... Learn More
Non linear modelling of steel-concrete composite frames structures in seismic area Part 1: The composite joint — Modellazione in campo non lineare delle strutture composte intelaiate acciaio-calcestruzzo in zona sismica Parte 1: Il giunto composto (CM 5/2014)
The seismic design of a composite framed structure is far more complex than the design of a structure in steel only, because... Learn More
Non linear modelling of steel-concrete composite frame structures in seismic areas Part 2: The composite frame — Modellazione in campo non lineare delle strutture composte intelaiate acciaio-calcestruzzo in zona sismica – Parte 2: Il telaio composto (CM 6/2014)
The modelling and design of a composite framed structure in a seismic zone is a particularly complex operation, due to the presence... Learn More
Optimisation for the design of steel-concrete composite bridges using genetic algorithms — Ottimizzazione di ponti in struttura composta acciaio-calcestruzzo mediante l’uso di algoritmi genetici (CM 5/2011)
This paper tackles the design of a generic steel-concrete composite bridge on the basis of a non-traditional methodology. By means of an... Learn More
Pushover analysis of steel structures by means of finite element software systems currently in use — Analisi di pushover di strutture in acciaio mediante alcuni codici non lineari di uso corrente (CM 3/2008)
The aim of this paper is to assess the difficulties of application and the reliability of results obtained in a pushover analysis... Learn More