618 research outputs found
Rezension zu: Ilaria Bignamini/Clare Hornsby, Digging and Dealing in Eighteenth-Century Rome. With additional research by Irma Della Giovampaola and Jonathan Yarker (New Haven and London 2010)
DELLA PENNA C. (2021) in Malagrinò I., La vita umana come esistenza vulnerabile in Cicely Saunders, Un approccio alla bioetica a partire dalle lettere
Il volume parte dalla ricostruzione storica dello scambio epistolare tra la fondatrice degli ospedali per le cure palliative CIcely Saunders per cogliere nel tempo lo sviluppo del suo pensiero volto a garantire la dignità all'essere umano anche se malato, nella sua fase terminale, al fine di alleviare le sofferenze e garantire il rispetto della persona
«Basta! Lei ne sa più di me». Dello scrivere oscuro e la questione della disuguaglianza
Il presente studio mira a ricostruire il contenuto filosofico-politico del saggio del 1976 "Dello scrivere oscuro" di Primo Levi. Al centro dell'analisi vi è il tema della disuguaglianza, del quale Levi propone una lettura "moralistica" ispirata a Manzoni, in particolare la questione del latinorum presente ne "I Promessi sposi
Data of cost-optimal solutions and retrofit design methods for school renovation in a warm climate
Abstract"Efficient Solutions and Cost-Optimal Analysis for Existing School Buildings" (Paolo Maria Congedo, Delia D’Agostino, Cristina Baglivo, Giuliano Tornese, Ilaria Zacà) [1] is the paper that refers to this article. It reports the data related to the establishment of several variants of energy efficient retrofit measures selected for two existing school buildings located in the Mediterranean area. In compliance with the cost-optimal analysis described in the Energy Performance of Buildings Directive and its guidelines (EU, Directive, EU 244,) [2,3], these data are useful for the integration of renewable energy sources and high performance technical systems for school renovation. The data of cost-efficient high performance solutions are provided in tables that are explained within the following sections.The data focus on the describe school refurbishment sector to which European policies and investments are directed. A methodological approach already used in previous studies about new buildings is followed (Baglivo Cristina, Congedo Paolo Maria, D׳Agostino Delia, Zacà Ilaria, 2015; IlariaZacà, Delia D’Agostino, Paolo Maria Congedo, Cristina Baglivo; Baglivo Cristina, Congedo Paolo Maria, D’Agostino Delia, Zacà Ilaria, 2015; Ilaria Zacà, Delia D’Agostino, Paolo Maria Congedo, Cristina Baglivo, 2015; Paolo Maria Congedo, Cristina Baglivo, IlariaZacà, Delia D’Agostino,2015) [4–8]. The files give the cost-optimal solutions for a kindergarten (REF1) and a nursery (REF2) school located in Sanarica and Squinzano (province of Lecce Southern Italy). The two reference buildings differ for construction period, materials and systems.The eleven tables provided contain data about the localization of the buildings, geometrical features and thermal properties of the envelope, as well as the energy efficiency measures related to walls, windows, heating, cooling, dhw and renewables. Output values of energy consumption, gas emission and costs are given for a financial and a macro-economic analysis.This data article provides 288 and 96 combinations for REF1 and REF2, respectively. The output values are obtained using the software ProCasaClima 2015v.2.0
Equivalent-frame macro-element simulation of shaking table tests on unreinforced stone masonry buildings with strengthening interventions
Numerical simulation of the experimental seismic response of unreinforced stone masonry buildings with stiffened diaphragms and improved wall-to-diaphragm connections
Numerical Simulation of Shaking Table Tests on Full-Scale Stone Masonry Buildings
Based on the outcomes of a recent experimental project addressing unreinforced stone masonry undertaken at the European Centre for Training and Research in Earthquake Engineering, the seismic response exhibited by two full-scale building prototypes during shaking table tests was simulated according to an existing equivalent frame modeling approach involving nonlinear macroelements. Given the use of different strengthening solutions, the two building specimens strongly differed in the in-plane stiffness of their timber floors and roof diaphragms. This article addresses several issues concerning numerical modeling of the seismic response of this type of masonry construction, particularly its effect upon assessing the global response of the discretization and geometry of the equivalent frame model and upon definition of model parameters based on tests of material characteristics and lateral response of structural members. Even in the case of flexible diaphragms, the results of pushover analysis of the calibrated models provided a fair approximation in terms of both envelope curve and damage pattern. The results of time history analysis accounting for cumulative damage indicate good simulation in terms of hysteretic response as well
Valutazione della vulnerabilità sismica di edifici esistenti in muratura: il complesso dell'ex monastero di San Felice a Pavia
- …
