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The Institute of Theoretical and Applied Mechanics
34
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: [MS29] Repair and Retrofit of Structures .:
PDF
USE OF AN INTEGRATED ANALYTICAL/NUMERICAL/EXPERIMENTAL APPROACH FOR THE ASSESSMENT OF PRE- AND POST-EARTHQUAKE CAPACITY OF REINFORCED CONCRETE BUILDINGS
Pampanin, Stefano
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2.
Original version of the author's contribution as presented on CD, section: [MS35] Simplified Methodologies and Numerical Tools for the Seismic Risk Mitigation of Buildings: Recent Advances and Open Challenges .:
PDF
SEISMIC ASSESSMENT OF A RC CASE STUDY BUILDING USING THE SIMPLE LATERAL MECHANISM ANALYSIS, SLAMA, METHOD
Gentile, Roberto
;
Pampanin, Stefano
The seismic assessment of an existing structure is a complex procedure. In the evaluation of the structural capacity, difficulties arise in the definition of the lateral [...]
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3.
Original version of the author's contribution as presented on CD, section: [MS29] Repair and Retrofit of Structures .:
PDF
VALIDATION OF REFINED NUMERICAL MODELING FOR EXISTING RC BUILDINGS: COMPARISON BETWEEN PREDICTED AND OBSERVED EARTHQUAKE DAMAGE
Vecchio, Ciro Del
;
Prota, Andrea
A reliable estimation of the seismic performances of existing reinforced concrete building is of paramount importance to design proper retrofit solutions. Number of refin [...]
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4.
Original version of the author's contribution as presented on USB, paper 604.:
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Damage Evaluation and Residual Capacity of Concrete in Damaged RC Columns
Scott, Allan
;
Malek, Amirmasoud
The crucial need for reliable and practical technique to assess the structural conditions, including the level of damage and also the residual capacity of RC structures a [...]
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5.
Original version of the author's contribution as presented on USB, paper 4531.:
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Numerical Fragility of Typical Italian Industrial Precast RC Frames: Effect of Geometry and Non-Structural Components
Buratti, Nicola
;
Ligabue, Veronica
Two mainshocks and a series of smaller earthquakes struck the Emilia region, in Northern Italy, in May 2012. The earthquake sequence has highlighted the vulnerability of [...]
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6.
Original version of the author's contribution as presented on USB, paper 3900.:
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Numerical Investigations on Rectangular Squat Renforced Concrete Walls Under Bi-Directional Loading
Pampanin, Stefano
;
Niroomandi, Arsalan
In recent earthquakes in Chile and New Zealand (2010 and 2011, respectively), reinforced concrete (RC) walls underwent failure mechanisms which were not observed/reported [...]
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7.
Original version of the author's contribution as presented on USB, paper 3142.:
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Post-Seismic Capacity of Damaged and Repaired Reinforced Concrete Plastic Hinges Extracted From a Real Building
Pampanin, Stefano
;
Cuevas, Alberto
This paper presents preliminary results of an experimental campaign on three beam-column joint subassemblies extracted from a 22-storey reinforced concrete frame building [...]
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8.
Original version of the author's contribution as presented on USB, paper 2754.:
PDF
Seismic Loss Assessment Based on Real Repair/Retrofit Costs
Ludovico, Marco Di
;
Vecchio, Ciro Del
Recent seismic events confirmed the high vulnerability of existing buildings and highlighted the importance to quantify the attained losses and optimize the economic reso [...]
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9.
Original version of the author's contribution as presented on USB, paper 2598.:
PDF
Shake-Table Testing of Non-Ductile RC Frames As-Built and Retrofitted With Gfrp Laminates and Slab-Weakening
Pampanin, Stefano
;
Gallo, Patricio Quintana
To investigate the response of non-ductile reinforced concrete (RC) frame buildings under earthquake ground motions, before and after retrofit, a series of uni-directiona [...]
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10.
Original version of the author's contribution as presented on USB, paper 2373.:
PDF
Reinforced Concrete Wall Response Under Uni- and Bi-Directional Loading: Findings From Experimental Research and Future Research Needs
Pampanin, Stefano
;
Beyer, Katrin
During an earthquake, structures are subjected to both horizontal and vertical shaking. Most structures are rather insensitive to variations in the vertical acceleration [...]
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The Institute of Theoretical and Applied Mechanics :
34
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Pampanin, S.
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