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Evaluation of Repair Costs for Masonry Infills in RC Buildings from Observed Damage Data: the Case-Study of the 2009 L’Aquila Earthquake

Buildings (Basel), 2019-05, Vol.9 (5), p.122

2019

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Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake

Bulletin of earthquake engineering, 2017-04, Vol.15 (4), p.1425-1450

2017

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Seismic Loss Estimation in Pre-1970 Residential RC Buildings: The Role of Infills and Services in Low–Mid-Rise Case Studies

Frontiers in built environment, 2020-11, Vol.6

2020

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Empirical Model Of Unreinforced Beam-column RC Joints With Plain Bars

The open construction & building technology journal, 2018-01, Vol.12 (1), p.334-349

2018

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Experimental assessment and numerical modelling of exterior non-conforming beam-column joints with plain bars

Engineering structures, 2017-11, Vol.150, p.115-134

2017

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In-plane behaviour and damage assessment of masonry infills with hollow clay bricks in RC frames

Engineering structures, 2018-08, Vol.168, p.257-275

2018

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Experimental investigation on the influence of the aspect ratio on the in-plane/out-of-plane interaction for masonry infills in RC frames

Engineering structures, 2019-06, Vol.189, p.523-540

2019

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6th April 2009 L’Aquila earthquake, Italy: reinforced concrete building performance

Bulletin of earthquake engineering, 2011-02, Vol.9 (1), p.285-305

2011

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Beta functions adaptation on empirical damage for a fragility model of Italian buildings

Journal of Building Engineering, 2024-06, Vol.87, p.108983, Article 108983

2024

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Seismic risk assessment of residential buildings in Italy

Bulletin of earthquake engineering, 2021-06, Vol.19 (8), p.2999-3032

2021

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Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit

Bulletin of earthquake engineering, 2024-10, Vol.22 (13), p.6643-6674

2024

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Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake

Bulletin of earthquake engineering, 2017-04, Vol.15 (4), p.1425-1450

2017

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Empirical drift-fragility functions and loss estimation for infills in reinforced concrete frames under seismic loading

Bulletin of earthquake engineering, 2019-03, Vol.17 (3), p.1285-1330

2019

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The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake

Bulletin of earthquake engineering, 2014-10, Vol.12 (5), p.1999-2026

2014

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Analytical investigation of elastic period of infilled RC MRF buildings

Engineering structures, 2011-02, Vol.33 (2), p.308-319

2011

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Towards a multi-parametric fragility model for Italian masonry buildings based on the informative level

Structures (Oxford), 2024-01, Vol.59, p.105613, Article 105613

2024

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A component-level methodology to evaluate the seismic repair costs of infills and services for Italian RC buildings

Bulletin of earthquake engineering, 2020-11, Vol.18 (14), p.6533-6570

2020

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Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake

Bulletin of earthquake engineering, 2019-11, Vol.17 (11), p.6301-6330

2019

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Experimental analysis of strengthening solutions for the out-of-plane collapse of masonry infills in RC structures through textile reinforced mortars

Engineering structures, 2020-03, Vol.207, p.110203, Article 110203

2020

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Seismic response of r.c. columns with smooth reinforcement. Part II: Cyclic tests

Engineering structures, 2008-09, Vol.30 (9), p.2289-2300

2008

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Fragility curves derivation for masonry buildings damaged after 2009 L'Aquila earthquake accounting for the effect of construction age

International journal of disaster risk reduction, 2022-12, Vol.83, p.103428, Article 103428

2022

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Experimental Investigation of Exterior Unreinforced Beam-Column Joints with Plain and Deformed Bars

Journal of earthquake engineering : JEE, 2018-03, Vol.22 (3), p.404-434

2018

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Seismic Loss Prediction for Infilled RC Buildings via Simplified Analytical Method

Journal of earthquake engineering : JEE, 2022-08, Vol.26 (11), p.5477-5510

2022

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Seismic Assessment of Existing Hollow Circular Reinforced Concrete Bridge Piers

Journal of earthquake engineering : JEE, 2020-10, Vol.24 (10), p.1566-1601

2020

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How much code-based shear models affect seismic assessment of pre-code RC buildings?

Procedia Structural Integrity, 2024, Vol.64, p.959-967

2024

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Evaluation of Repair Costs for Masonry Infills in RC Buildings from Observed Damage Data: the Case-Study of the 2009 L’Aquila Earthquake

Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake

Seismic Loss Estimation in Pre-1970 Residential RC Buildings: The Role of Infills and Services in Low–Mid-Rise Case Studies

Empirical Model Of Unreinforced Beam-column RC Joints With Plain Bars

Experimental assessment and numerical modelling of exterior non-conforming beam-column joints with plain bars

In-plane behaviour and damage assessment of masonry infills with hollow clay bricks in RC frames

Experimental investigation on the influence of the aspect ratio on the in-plane/out-of-plane interaction for masonry infills in RC frames

6th April 2009 L’Aquila earthquake, Italy: reinforced concrete building performance

Beta functions adaptation on empirical damage for a fragility model of Italian buildings

Seismic risk assessment of residential buildings in Italy

Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit

Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake

Empirical drift-fragility functions and loss estimation for infills in reinforced concrete frames under seismic loading

The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake

Analytical investigation of elastic period of infilled RC MRF buildings

Towards a multi-parametric fragility model for Italian masonry buildings based on the informative level

A component-level methodology to evaluate the seismic repair costs of infills and services for Italian RC buildings

Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake

Experimental analysis of strengthening solutions for the out-of-plane collapse of masonry infills in RC structures through textile reinforced mortars

Seismic response of r.c. columns with smooth reinforcement. Part II: Cyclic tests

Fragility curves derivation for masonry buildings damaged after 2009 L'Aquila earthquake accounting for the effect of construction age

Experimental Investigation of Exterior Unreinforced Beam-Column Joints with Plain and Deformed Bars

Seismic Loss Prediction for Infilled RC Buildings via Simplified Analytical Method

Seismic Assessment of Existing Hollow Circular Reinforced Concrete Bridge Piers

How much code-based shear models affect seismic assessment of pre-code RC buildings?

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