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Anderson Peccin da Silva, Andrea Diambra, Dimitris Karamitros and Shiao Huey Chow
This paper presents a new macro-element modelling framework for plate anchors which enables the effect of pore water pressure changes and the related evolution of soil strength during the process of cyclic loading and consolidation to be captured. The pr...
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Igor Tomic, Francesco Vanin, Ivana Bo?ulic and Katrin Beyer
Though flexible diaphragms play a role in the seismic behaviour of unreinforced masonry buildings, the effect of the connections between floors and walls is rarely discussed or explicitly modelled when simulating the response of such buildings. These fle...
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Francesco Cannizzaro, Bartolomeo Pantò, Marco Lepidi, Salvatore Caddemi and Ivo Caliò
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Michele Betti, Luciano Galano and Andrea Vignoli
The paper presents a comparison between two numerical modelling approaches employed to investigate the seismic behavior of unreinforced masonry buildings with flexible diaphragms. The comparison is performed analyzing a two-story prototype tested on a sh...
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M. Noack
Pág. 423 - 436
This study presents results on the growth and nutritional status of Quercus petraea trees underplanted in an artificial pine stand as a conversion strategy. A total of 162 plots of 400 to 800 m2 were established in underplanted pine stands (130 plots), n...
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