| Nome |
# |
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Assessment of seismic vulnerability of historical defensive walls, file e0ff0073-99dc-9bac-e053-1705fe0af019
|
186
|
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Reliability-based optimal design of nonlinear viscous dampers for the seismic protection of structural systems, file e0ff0073-5af9-9bac-e053-1705fe0af019
|
141
|
|
Seismic Response Analysis of Continuous Multispan Bridges with Partial Isolation, file e0ff0072-d31c-9bac-e053-1705fe0af019
|
99
|
|
Steel-based applications in earthquake-prone areas, file e0ff0072-f6ef-9bac-e053-1705fe0af019
|
99
|
|
Analysis and comparison of two different configurations of external dissipative systems, file e0ff0073-5628-9bac-e053-1705fe0af019
|
72
|
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Stochastic Seismic Analysis and Comparison of Alternative External Dissipative Systems, file e0ff0073-602b-9bac-e053-1705fe0af019
|
53
|
|
A Resilience and Robustness Oriented Design of Base-Isolated Structures: The New Camerino University Research Center, file e0ff0074-5b5e-9bac-e053-1705fe0af019
|
32
|
|
Influence of shear connection distributions on the behavior of continuous steel-concrete composite beams, file e0ff0072-ff8e-9bac-e053-1705fe0af019
|
31
|
|
Steel and concrete hybrid structures: recent advancements and their implications for seismic design, file e0ff0073-f5ca-9bac-e053-1705fe0af019
|
20
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|
First results of long-term monitoring of Portico Varano in the Camerino Ducal Palace (Italy), file e0ff0074-c1ec-9bac-e053-1705fe0af019
|
17
|
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Integrated approach for seismic vulnerability analysis of historic massive defensive structures, file e0ff0073-c016-9bac-e053-1705fe0af019
|
12
|
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Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence, file e0ff0073-dcc0-9bac-e053-1705fe0af019
|
12
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APPLICATION OF THE EMPIRICAL PREDICTIVE DAMAGE MODEL OF HISTORICAL CHURCHES, file e0ff0074-c929-9bac-e053-1705fe0af019
|
11
|
|
Seismic Performance of Steel Dual Systems with BRBs and Moment-Resisting Frames, file e0ff0073-f852-9bac-e053-1705fe0af019
|
10
|
|
NON-DIMENSIONAL PARAMETRIC ANALYSIS FOR THE SEISMIC RESPONSE OF DUAL MOMENT-RESISTING AND BUCKLING-RESTRAINED BRACED FRAMES, file e0ff0073-fcc1-9bac-e053-1705fe0af019
|
10
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|
A Design Method for Viscous Dampers Connecting Adjacent Structures, file e0ff0074-37bb-9bac-e053-1705fe0af019
|
10
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Classificazione e adeguamento sismico degli edifici, file e0ff0074-5524-9bac-e053-1705fe0af019
|
9
|
|
First analysis of data concerning damage occurred to churches of the Marche region following the 2016 Central Italy earthquakes, file e0ff0073-d05c-9bac-e053-1705fe0af019
|
8
|
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Industrial Design, Structural Engineering, Computer Science and Chemistry for the development of life-saving furniture systems in seismic areas, file e0ff0073-f524-9bac-e053-1705fe0af019
|
8
|
|
Controlled deformability partition wall with vibration-induced energy dissipation, file e0ff0074-dbbf-9bac-e053-1705fe0af019
|
8
|
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Life-saving Furniture System. Il sistema di arredi salva-vita in caso di sisma., file 3f7c1671-1209-46ae-89d3-c133961df0e4
|
7
|
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An innovative solution for earthquake resistance hybrid steel –concrete systems with replaceable dissipative steel links, file e0ff0072-5b65-9bac-e053-1705fe0af019
|
7
|
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SEISMIC DESIGN AND PRELIMINARY ANALISES OF A MODULAR HYBRID STEEL-CONCRETE WALL, file e0ff0074-5925-9bac-e053-1705fe0af019
|
6
|
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Self-supporting equipped wall, with life-saving function, which is suitable to prevent the overturning of masonry partition walls in the event of earthquake, file e0ff0074-e515-9bac-e053-1705fe0af019
|
6
|
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Seismic assessment of stratified defensive walls with rubble stone infill, file e0ff0072-69a4-9bac-e053-1705fe0af019
|
5
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Seismic risk sensitivity of structures equipped with anti-seismic devices with uncertain properties, file e0ff0073-bf0e-9bac-e053-1705fe0af019
|
5
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Combined dual frame system for life-saving desks against seismic-induced collapses, file e0ff0074-e5bf-9bac-e053-1705fe0af019
|
5
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Nonlinear seismic response analysis of an innovative steel and concrete hybrid coupled wall system, file e0ff0073-1251-9bac-e053-1705fe0af019
|
4
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null, file e0ff0074-9de3-9bac-e053-1705fe0af019
|
4
|
|
Risk assessment and prevention priorities in cultural heritage preservation, file e0ff0072-4eab-9bac-e053-1705fe0af019
|
3
|
|
Progetto di riconversione dell'area Carbon ad Ascoli Piceno., file e0ff0072-4fbb-9bac-e053-1705fe0af019
|
3
|
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Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection, file e0ff0072-5012-9bac-e053-1705fe0af019
|
3
|
|
Ductile design of innovative steel and concrete hybrid coupled walls, file e0ff0072-71d7-9bac-e053-1705fe0af019
|
3
|
|
INFLUENCE OF NONLINEAR VISCOUS DAMPERS ON THE PROBABILISTIC SEISMIC RESPONSE OF LINEAR STRUCTURES, file e0ff0072-ee6e-9bac-e053-1705fe0af019
|
3
|
|
Prime Rielaborazioni Circa i Danni Rilevati alle Chiese delle Marche a Seguito del Terremoto del Centro Italia (2016), file e0ff0073-4a87-9bac-e053-1705fe0af019
|
3
|
|
La valutazione della vulnerabilità con il metodo semplificato: sistema più rapido, ma non accurato, file e0ff0073-c1ca-9bac-e053-1705fe0af019
|
3
|
|
Special Session 02 Uncertainties on vulnerability and risk assessment procedures, ANIDIS, file e0ff0073-f33e-9bac-e053-1705fe0af019
|
3
|
|
Preliminary proposals for furnishing systems with life-saving function in seismic areas, file e0ff0073-f526-9bac-e053-1705fe0af019
|
3
|
|
EMPIRICAL MODEL FOR THE SEISMIC DAMAGE OF CHURCHES, file e0ff0074-6b03-9bac-e053-1705fe0af019
|
3
|
|
Probabilistic seismic response assessment of linear systems equipped with nonlinear viscous dampers, file e0ff0074-bc27-9bac-e053-1705fe0af019
|
3
|
|
XVIII Convegno ANIDIS 2019 L'Ingegneria Sismica in Italia, file e0ff0074-fd56-9bac-e053-1705fe0af019
|
3
|
|
"La ricerca in SAAD. I progetti e le proposte di ricerca su bandi competitivi", Seminario, a cura di Andrea Dall'Asta, Rosalba D'Onofrio, Lucia Pietroni, 1-2 marzo 2023, Scuola di Architettura e Design, Aula A012, sede dell'Annunziata, Ascoli Piceno., file 039088e0-dfad-46fa-b81c-5bfa9a003536
|
2
|
|
"La ricerca in SAAD. I progetti e le proposte di ricerca su bandi competitivi", Seminario, a cura di Andrea Dall'Asta, Rosalba D'Onofrio, Lucia Pietroni, 1-2 marzo 2023, Scuola di Architettura e Design, Aula A012, sede dell'Annunziata, Ascoli Piceno., file 55884cb0-ea48-4c02-9c09-6c80f0e4a53d
|
2
|
|
Nonlinear seismic analysis of innovative steel and concrete hybrid coupled shear walls in OpenSees, file e0ff0072-98a7-9bac-e053-1705fe0af019
|
2
|
|
An innovative seismic-resistant steel frame with reinforced concrete infill walls, file e0ff0072-bb42-9bac-e053-1705fe0af019
|
2
|
|
Assessment survey of public school buildings after August 2016 Italy earthquake: preliminary results, file e0ff0072-efb6-9bac-e053-1705fe0af019
|
2
|
|
Influence of viscous dampers uncertainties on the seismic risk of a
low-rise steel building, file e0ff0073-e163-9bac-e053-1705fe0af019
|
2
|
|
EMPIRICAL SEISMIC FRAGILITY CURVES OF THE MARCHE REGION CHURCHES DERIVED FROM THE 2016 CENTRAL ITALY EARTHQUAKE, file e0ff0073-f5c5-9bac-e053-1705fe0af019
|
2
|
|
RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT, file e0ff0073-f5d1-9bac-e053-1705fe0af019
|
2
|
|
RICOSTRUIRE, RECUPERARE ED ADEGUARE IL PATRIMONIO EDILIZIO CON TECNICHE E TECNOLOGIE AD ELEVATA SICUREZZA SISMICA, file e0ff0074-2f65-9bac-e053-1705fe0af019
|
2
|
|
Influence of the nonlinear behavior of viscous dampers on the seismic demand hazard of building frames, file e0ff0074-b68f-9bac-e053-1705fe0af019
|
2
|
|
Seismic design of innovative steel frames with partially‐prefabricated infill walls, file e0ff0074-eaba-9bac-e053-1705fe0af019
|
2
|
|
Convegno Mapei Riabilitazione e Controllo del Costruito Esistente, file e0ff0074-fd59-9bac-e053-1705fe0af019
|
2
|
|
Structural Health Monitoring for preventive conservation of historic buildings: earthquake-induced damage detection and localization issues, file e0ff0074-fd5c-9bac-e053-1705fe0af019
|
2
|
|
Seismic performance of dual systems coupling moment-resisting and buckling-restrained braced frames, file e0ff0075-006c-9bac-e053-1705fe0af019
|
2
|
|
Innovative Fragility-Based Method for Failure Mechanisms and Damage Extension Analysis of Bridges, file c1aa6625-4108-445f-9a01-ac6934312e64
|
1
|
|
Studi sulla vulnerabilità sismica della rocca di Senigallia, file e0ff0072-6017-9bac-e053-1705fe0af019
|
1
|
|
Seismic performance of innovative steel and concrete hybrid coupled shear walls, file e0ff0072-8fed-9bac-e053-1705fe0af019
|
1
|
|
Analysis of an innovative solution for steel frames with reinforced concrete infill walls, file e0ff0072-9b8e-9bac-e053-1705fe0af019
|
1
|
|
Design and experimental analysis of an externally prestressed steel and concrete footbridge equipped with vibration mitigation devices, file e0ff0072-a149-9bac-e053-1705fe0af019
|
1
|
|
Failure mechanisms of externally prestressed composite beams with partial shear connection, file e0ff0072-a754-9bac-e053-1705fe0af019
|
1
|
|
HDR devices for the seismic protection of steel-concrete composite frames: experimental results, file e0ff0072-a9c9-9bac-e053-1705fe0af019
|
1
|
|
The Rocca Roveresca of Senigallia: seismic vulnerability of the de-fensive walls, file e0ff0072-c7ca-9bac-e053-1705fe0af019
|
1
|
|
Nonlinear analysis and experimental behaviour of an innovative steel frame with reinforced concrete infill walls, file e0ff0072-c870-9bac-e053-1705fe0af019
|
1
|
|
Probabilistic seismic demand modeling of local level response parameters of an RC frame, file e0ff0072-d34a-9bac-e053-1705fe0af019
|
1
|
|
MODAL PROPERTIES AND SEISMIC RESPONSE OF EXISTING BUILDING RETROFITTED BY EXTERNAL BRACINGS WITH VISCOUS DAMPERS, file e0ff0072-e42e-9bac-e053-1705fe0af019
|
1
|
|
Influence of high damping natural rubber bearing model on the seismic response evaluation of isolated bridges, file e0ff0072-e49b-9bac-e053-1705fe0af019
|
1
|
|
Costruzioni sicure in zona sismica, file e0ff0072-e744-9bac-e053-1705fe0af019
|
1
|
|
null, file e0ff0072-eb6d-9bac-e053-1705fe0af019
|
1
|
|
Protezione sismica di edifici esistenti in c.a. con controventi dissipativi in acciaio, file e0ff0072-ef58-9bac-e053-1705fe0af019
|
1
|
|
Biaxial shear behaviour of HDNR with Mullins effect and deformation-induced anisotropy, file e0ff0073-55b8-9bac-e053-1705fe0af019
|
1
|
|
Modal properties and seismic behaviour of buildings equipped with external dissipative pinned rocking braced frames, file e0ff0073-55c2-9bac-e053-1705fe0af019
|
1
|
|
The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake, file e0ff0073-6025-9bac-e053-1705fe0af019
|
1
|
|
Assessment of optimal design methods of viscous dampers, file e0ff0073-62dc-9bac-e053-1705fe0af019
|
1
|
|
Seismic analysis of innovative hybrid steel concrete coupled walls, file e0ff0073-9bae-9bac-e053-1705fe0af019
|
1
|
|
Modelling and seismic response analysis of Italian code-conforming single-storey steel buildings, file e0ff0073-a64f-9bac-e053-1705fe0af019
|
1
|
|
Stati limite e costo economico, ecco gli elementi da valutare per attribuire le classi di rischio, file e0ff0073-baea-9bac-e053-1705fe0af019
|
1
|
|
The risk assessment of the Vallicelle district located in Camerino, file e0ff0073-df33-9bac-e053-1705fe0af019
|
1
|
|
Seismic empirical fragility curves of the Marche Region churches after the 2016 Central Italy seismic sequence, file e0ff0073-df34-9bac-e053-1705fe0af019
|
1
|
|
Preliminary study on the impact of time-dependent seismic hazard on design capacity, file e0ff0073-df35-9bac-e053-1705fe0af019
|
1
|
|
Seismic reliability of multi-storey buildings equipped with viscous dampers, file e0ff0073-dfe5-9bac-e053-1705fe0af019
|
1
|
|
ANALYSIS OF THE INFLUENCE OF VISCOUS DAMPERS PROPERTIES VARIABILITY VIA RELIABILITY-BASED OPTIMIZATION METHOD, file e0ff0073-dfec-9bac-e053-1705fe0af019
|
1
|
|
Preliminary studies on a prefabricated hybrid steel-concrete seismic-resistant wall, file e0ff0073-f528-9bac-e053-1705fe0af019
|
1
|
|
Preliminary probabilistic assessment of the seismic response of link slab viaducts., file e0ff0073-f737-9bac-e053-1705fe0af019
|
1
|
|
Reliability of a r.c. frame equipped with linear and nonlinear fluid viscous dampers., file e0ff0073-f78b-9bac-e053-1705fe0af019
|
1
|
|
Reliability of systems equipped with viscous dampers accounting for the damper property variability, file e0ff0073-f792-9bac-e053-1705fe0af019
|
1
|
|
Classificazione e adeguamento sismico degli edifici, file e0ff0074-372f-9bac-e053-1705fe0af019
|
1
|
|
Assessment of the effectiveness of Multiple-Stripe Analysis by using a stochastic earthquake input model, file e0ff0074-3ab3-9bac-e053-1705fe0af019
|
1
|
|
Evaluation of structural capacity in the case of time-dependent point-sources, file e0ff0074-5f29-9bac-e053-1705fe0af019
|
1
|
|
Empirical predictive model for seismic damage of historical churches, file e0ff0074-613c-9bac-e053-1705fe0af019
|
1
|
|
Open Day Event Agenda_Progetto ARCH, file e0ff0074-c35b-9bac-e053-1705fe0af019
|
1
|
|
Influence of time-dependent seismic hazard on structural design, file e0ff0074-cce4-9bac-e053-1705fe0af019
|
1
|
|
A technological system for post‐earthquake damage scenarios based on the monitoring by means of an urban seismic network, file e0ff0074-f466-9bac-e053-1705fe0af019
|
1
|
|
2018 Central Italy Field Trip, file e0ff0075-008b-9bac-e053-1705fe0af019
|
1
|
| Totale |
1000 |