File Name: structural steel semirigid connections theory design and software .zip
The system can't perform the operation now. Try again later. Citations per year. Duplicate citations. The following articles are merged in Scholar. Their combined citations are counted only for the first article. Merged citations. This "Cited by" count includes citations to the following articles in Scholar. Add co-authors Co-authors. Upload PDF. Follow this author. New articles by this author. New citations to this author. New articles related to this author's research. Email address for updates.
My profile My library Metrics Alerts. Sign in. Get my own profile Cited by View all All Since Citations h-index 39 32 iindex Massimo Latour University of Salerno Verified email at unisa. Paolo Castaldo Politecnico di Torino Verified email at polito. Verified email at unisa. Structural Engineering Seismic Engineering. Articles Cited by Co-authors. Title Sort Sort by citations Sort by year Sort by title.
Journal of Structural Engineering 6 , , Journal of Constructional Steel Research 64 6 , , Journal of Earthquake engineering 15 2 , , Journal of Constructional Steel Research 78, , Journal of Structural Engineering 7 , , Construction and Building Materials 65, , Journal of Earthquake Engineering 12 8 , , Journal of Structural Engineering 3 , , Journal of Constructional Steel Research 92, , Journal of Earthquake Engineering 12 5 , , Journal of Earthquake Engineering 15 4 , , Articles 1—20 Show more.
Help Privacy Terms. Reinforced concrete columns strengthened with angles and battens subjected to eccentric load R Montuori, V Piluso Engineering Structures 31 2 , , Ultimate behavior of bolted T-stubs. Experimental analysis of bolted steel beam-to-column connections: component identification F Iannone, M Latour, V Piluso, G Rizzano Journal of Earthquake engineering 15 2 , ,
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It is well known that the real behaviour of joints lies between the ideal pinned or rigid joint responses. Additionally the influence of this behaviour on the global structural response has been widely studied in the past centred on the plastic resistance or the critical load. On the other hand, there are relatively few studies focusing on the dynamical response of these structures. This paper aims to discuss these issues. Two types of structures with rigid and semi-rigid joints were considered.
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