G
Guido Pellegrini
Researcher at Sapienza University of Rome
Publications - 81
Citations - 1819
Guido Pellegrini is an academic researcher from Sapienza University of Rome. The author has contributed to research in topics: Subsidy & Regression discontinuity design. The author has an hindex of 20, co-authored 80 publications receiving 1601 citations. Previous affiliations of Guido Pellegrini include University of Bologna.
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Evaluating the Impact of Innovation Incentives: Evidence from an Unexpected Shortage of Funds
TL;DR: In this article, an Italian program of subsidies for the applied development of innovations, exploiting a discontinuity in programme financing due to an unexpected shortage of public money, is investigated. But the results indicate that the programme was not effective in stimulating innovative investment.
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Measuring the effects of European Regional Policy on economic growth: A regression discontinuity approach
TL;DR: In this paper, a non-experimental comparison group method, the regression discontinuity design, and a novel regional dataset for the 1994-2006 period was used to assess regional policy effects through a nonlinear regression model.
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How are growth and productivity in private firms affected by public subsidy? Evidence from a regional policy
TL;DR: In this article, the authors provide a statistically robust evaluation of the impact of state aid on capital accumulation in subsidies allocated to the southern Italian regions over the period 1996-2004 under the regional policy, Law 488/1992.
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Do subsidies to private capital boost firms' growth? A multiple regression discontinuity design approach
Augusto Cerqua,Guido Pellegrini +1 more
TL;DR: In this article, a nonparametric multiple rankings regression discontinuity design (RDD) was proposed to evaluate the impact of the subsidies on employment, investment, and turnover of private firms.
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Yield design of reinforced earth walls by a homogenization method
TL;DR: In this paper, the authors proposed a yield design kinematic approach for the stability analysis of a reinforced earth wall, making use of the yield design with rigid block failure mechanisms.