A New Experimental Investigation for Improving Bridge Management Systems and Road Operation Sustainability

Autor: Tullio Giuffrè, Marinella Fossetti, Alfio Francesco Siciliano

Publikováno v: Infrastructures, Vol 6, Iss 2, p 31 (2021)

Generally, during maintenance operations on bridges and motorway viaducts, the circulation of vehicles is limited or suspended. This causes significant economic losses due to the increase in the costs of transport: delays, increased fuel consumption,

Externí odkaz: https://doaj.org/article/7b8d98a72772495990f319f3079a09a0

An Analytical Step-by-Step Procedure to Derive the Flexural Response of RC Sections in Compression

Autor: Piero Colajanni, Marinella Fossetti, Maurizio Papia

Publikováno v: Advances in Civil Engineering, Vol 2013 (2013)

This paper proposes an analysis procedure able to determine the flexural response of rectangular symmetrically reinforced concrete sections subjected to axial load and uniaxial bending. With respect to the usual numerical approaches, based on the fib

Externí odkaz: https://doaj.org/article/fb9f8a53070b4505a3095bf5e6034672

Experimental investigation on the lateral performance of CLT shear walls connected to perpendicular walls

Autor: Elisabetta Maria Ruggeri, Giuseppe D'Arenzo, Denise Li Cavoli, Rosario Davide Cottonaro, Marinella Fossetti

Publikováno v: Procedia Structural Integrity. 44:464-471

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::decff9b6bd6c27fd13d44eeec4827510
https://doi.org/10.1016/j.prostr.2023.01.061

Experimental and numerical study on the compressive behaviour of partially accessible concrete columns strengthened by a layer of high-performance concrete

Autor: Marinella Fossetti, Alfio Francesco Siciliano, Gordan Jelenić, Leo Škec

Publikováno v: Structures. 34:4100-4112

In this paper, a novel reinforcement system for partially accessible concrete columns is studied experimentally and numerically. This technique involves the application of a layer of high-performance mortar only on one side of the existing concrete c

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9d390fd788645cd4c34614da0b68c7db
https://doi.org/10.1016/j.istruc.2021.09.048

CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling

Autor: Giuseppe D'Arenzo, Marinella Fossetti, Massimo Fragiacomo, Andrea Polastri, Daniele Casagrande, Werner Seim

Publikováno v: Journal of structural engineering (N.Y. N.Y., Online) 147 (2021): Article number 04021089. doi:10.1061/(ASCE)ST.1943-541X.0003008
info:cnr-pdr/source/autori:D'Arenzo G.; Casagrande D.; Polastri A.; Fossetti M.; Fragiacomo M.; Seim W./titolo:CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling/doi:10.1061%2F(ASCE)ST.1943-541X.0003008/rivista:Journal of structural engineering (N.Y. N.Y., Online)/anno:2021/pagina_da:Article number 04021089/pagina_a:/intervallo_pagine:Article number 04021089/volume:147

Due to the high in-plane stiffness and strength capacity of cross-laminated timber (CLT) panels, the mechanical behavior of CLT shear walls is mainly influenced by the mechanical performances of the connections. Several calculation models have been p

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4d838daffcf20fe27467e10c6f55b24a
https://ascelibrary.org/doi/10.1061/(ASCE)ST.1943-541X.0003008