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The Institute of Theoretical and Applied Mechanics
16
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
ESTIMATION OF CUMULATIVE SEISMIC DAMAGE TO URM BUILDINGS DURING EARTHQUAKE SEQUENCES
Mouyiannou, Amaryllis
;
Penna, Andrea
During seismic sequences, repeated shocks of varying intensity hit previously damaged and unrepaired building stock. The cumulative damage from repeated shocks affects th [...]
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2.
Original version of the author's contribution as presented on CD, section: .:
PDF
DEFINITION OF MECHANICAL PROPERTIES OF EXISTING MASONRY ACCOUNTING FOR EXPERIMENTAL KNOWLEDGE BY BAYESIAN UPDATING
Bracchi, Stefano
;
Magenes, Guido
The current approach of the Italian and European building codes to account for knowledge-based uncertainties in the seismic assessment of masonry buildings consists in se [...]
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3.
Original version of the author's contribution as presented on CD, section: [MS30] Dynamics and Seismic Response of Rocking and Self-centering Structures .:
PDF
ENERGY DISSIPATION INVOLVED IN THE OUT-OF-PLANE RESPONSE OF UNREINFORCED MASONRY WALLS
Tomassetti, Umberto
;
Magenes, Guido
The assessment of the out-of-plane response of masonry has been largely investigated in literature assuming walls responding as rigid blocks or assemblies of rigid bodies [...]
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4.
Original version of the author's contribution as presented on CD, section: [MS18] Modeling the Nonlinear Behavior of Structures .:
PDF
RINTC PROJECT: NONLINEAR DYNAMIC ANALYSES OF ITALIAN CODE-CONFORMING URM BUILDINGS FOR COLLAPSE RISK ASSESSMENT
Camilletti, Daniela
;
Rota, Maria
This paper deals with the computation of the collapse risk of new masonry buildings designed according to the Italian Building Code. Companion papers describe the overall [...]
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5.
Original version of the author's contribution as presented on USB, paper 4067.:
PDF
An Improved Macroelement Model Accounting for Energy Dissipation in Flexural Failure Modes of Masonry Walls
Penna, Andrea
;
Bracchi, Stefano
In the numerical modelling of flexural behaviour of masonry buildings by means of macroelement models, it is important to account for the limited compressive strength and [...]
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6.
Original version of the author's contribution as presented on USB, paper 4117.:
PDF
A Method for Comparing Psha Results To Historical Observations Using Fragility Curves
Rota, Maria
;
Rosti, Annalisa
A method for comparing probabilistic seismic hazard analysis (PSHA) results with historical macroseismic observations is proposed, with specific application to the South- [...]
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7.
Original version of the author's contribution as presented on USB, paper 4115.:
PDF
Statistical Treatment of Empirical Damage Data Collected After the Main Italian Seismic Events (1980-2009)
Rosti, Annalisa
;
Penna, Andrea
Since the number of victims and the amount of economic losses are closely related to the seismic performance of structures, in the last decades significant relevance has [...]
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8.
Original version of the author's contribution as presented on USB, paper 2227.:
PDF
Full Scale Shaking Table Test on a Urm Cavity Wall Terraced House Building
Penna, Andrea
;
Tomassetti, Umberto
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9.
Original version of the author's contribution as presented on CD, Paper ID: 09-01-0148.:
PDF
Direct Derivation of Fragility Curves from Italian Post-Earthquake Survey Data
Rota, Maria
;
Magenes, G.
A very complete and homogeneous database of post-earthquake building inspections, carried out after the main Italian events of the last 30 years, has been processed to de [...]
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10.
Original version of the author's contribution as presented on CD, Paper ID: 09-01-0149.:
PDF
A Procedure for Deriving Analytical Fragility Curves for Masonry Buildings
Rota, Maria
;
Magenes, Guido
A new analytical procedure for the derivation of fragility curves for masonry buildings, based on nonlinear static and dynamic stochastic analyses of the whole structure, [...]
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The Institute of Theoretical and Applied Mechanics :
16
records found 1 - 10
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See also: similar author names
10
Penna, A.
1
Penna, Augusto
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