| Nome |
# |
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Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations, file e0ff0073-cb48-9bac-e053-1705fe0af019
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233
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Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion, file e0ff0073-06bd-9bac-e053-1705fe0af019
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145
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Open Day Event Agenda_Progetto ARCH, file e0ff0074-c35b-9bac-e053-1705fe0af019
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79
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Numerical and Simplified Methods for Soil-pile Interaction Analysis, file e0ff0074-5a71-9bac-e053-1705fe0af019
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66
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SEISMIC VULNERABILITY ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY), file e0ff0074-c1bd-9bac-e053-1705fe0af019
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43
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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
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38
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MODAL ANALYSIS OF THE HISTORICAL SS FILIPPO E GIACOMO MASONRY ARCH BRIDGE IN ASCOLI PICENO (ITALY), file e0ff0074-c9c9-9bac-e053-1705fe0af019
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33
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Risposta sismica non lineare di pile da ponte fondate su gruppi di pali inclinati, file e0ff0073-9b39-9bac-e053-1705fe0af019
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31
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Validazione di un modello 3D per l’interazione dinamica terreno-struttura mediante prove in sito su fondazioni profonde, file e0ff0073-9a03-9bac-e053-1705fe0af019
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29
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Un modello analitico per l’interazione cinematica di pali singoli inclinati, file e0ff0073-9a33-9bac-e053-1705fe0af019
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28
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Soil-structure interaction effects on the seismic response of multi-span viaducts, file e0ff0072-62e6-9bac-e053-1705fe0af019
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20
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APPLICATION OF THE EMPIRICAL PREDICTIVE DAMAGE MODEL OF HISTORICAL CHURCHES, file e0ff0074-c929-9bac-e053-1705fe0af019
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20
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A simplified elastic analysis of tunnel-piled structure interaction, file e0ff0073-03d0-9bac-e053-1705fe0af019
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19
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Simultaneous Effect of Spatial Variability of Ground Motion due to Site Conditions and SSI on The Seismic Response of Multi-Span Viaducts, file e0ff0074-852c-9bac-e053-1705fe0af019
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14
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Winkler model for predicting the dynamic response of caisson foundations, file 341dd41c-1e80-4c37-9e8a-229ec2747054
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11
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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
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10
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Controlled deformability partition wall with vibration-induced energy dissipation, file e0ff0074-dbbf-9bac-e053-1705fe0af019
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8
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XVIII Convegno ANIDIS 2019 L'Ingegneria Sismica in Italia, file e0ff0074-fd56-9bac-e053-1705fe0af019
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8
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Analisi dei parametri locali per la riduzione delle incertezze nelle valutazioni di vulnerabilità dei centri storici: il caso di Vezzano (Arquata del Tronto, Marche), file e0ff0073-df41-9bac-e053-1705fe0af019
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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
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6
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Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation, file e0ff0073-c787-9bac-e053-1705fe0af019
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5
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Lumped Parameter Models for time domain Soil-Structure Interaction analysis: consistent vs. simplified formulations and effects on the superstructure response, file e0ff0073-f6c9-9bac-e053-1705fe0af019
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5
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Combined dual frame system for life-saving desks against seismic-induced collapses, file e0ff0074-e5bf-9bac-e053-1705fe0af019
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5
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Higher order model for the seismic response of bridge embankments, file e0ff0072-6007-9bac-e053-1705fe0af019
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4
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Evaluation of dynamic soil-pile interaction based on both full scale in situ tests and numerical simulations, file e0ff0073-f570-9bac-e053-1705fe0af019
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4
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Seismic response of large offshore wind turbines on monopile foundations including dynamic soil–structure interaction, file e1a98efa-c393-42a3-90ec-7c123863c395
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4
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Prime Rielaborazioni Circa i Danni Rilevati alle Chiese delle Marche a Seguito del Terremoto del Centro Italia (2016), file e0ff0073-4a87-9bac-e053-1705fe0af019
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3
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Artificial neural networks for the evaluation of impedance functions of inclined pile groups, file e0ff0073-506b-9bac-e053-1705fe0af019
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3
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Effetti del non sincronismo del moto sismico indotto da effetti di sito e dalla non linearità del terreno sulla risposta sismica di ponti fondati su pali, file e0ff0073-9ed2-9bac-e053-1705fe0af019
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3
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A practical procedure for time-domain soil-structure interaction analysis of structures on pile foundations, file e0ff0073-f15e-9bac-e053-1705fe0af019
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3
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EMPIRICAL MODEL FOR THE SEISMIC DAMAGE OF CHURCHES, file e0ff0074-6b03-9bac-e053-1705fe0af019
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3
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Operational critical issues filling in the Italian form for the post-earthquake damage assessment of churches (A-DC 2006), file 2d070a0d-3a2e-4620-a81f-df2d8d765799
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2
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RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO), file 99ba0b98-32c9-4a99-96f6-bcfbd4a8a94d
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2
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Soil-structure interaction effects in single bridge piers founded on
inclined pile groups, file e0ff0072-c164-9bac-e053-1705fe0af019
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2
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Dynamic Analysis of Inclined Piles, file e0ff0073-0c08-9bac-e053-1705fe0af019
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2
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A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations, file e0ff0073-adfe-9bac-e053-1705fe0af019
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2
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Una formulazione approssimata delle impedenze e del moto di fondazione per l’analisi inerziale di strutture fondate su pali, file e0ff0073-df36-9bac-e053-1705fe0af019
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2
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EMPIRICAL SEISMIC FRAGILITY CURVES OF THE MARCHE REGION CHURCHES DERIVED FROM THE 2016 CENTRAL ITALY EARTHQUAKE, file e0ff0073-f5c5-9bac-e053-1705fe0af019
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2
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RISK ASSESSMENT OF CAMERINO MUNICIPALITY: A CASE STUDY OF VALLICELLE DISTRICT, file e0ff0073-f5d1-9bac-e053-1705fe0af019
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2
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EFFECTS OF UNCERTAINTIES OF SOIL AND PILE MECHANICAL PROPERTIES ON THE DYNAMIC STIFFNESS OF SINGLE PILES IN HOMOGENOUS DEPOSITS, file e0ff0073-f5d6-9bac-e053-1705fe0af019
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2
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Numerical and Simplified Methods for Soil-pile Interaction Analysis, file e0ff0074-5a72-9bac-e053-1705fe0af019
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2
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Seismic response of bridge piers founded on inclined pile groups, file e0ff0074-8527-9bac-e053-1705fe0af019
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2
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Influence of time-dependent seismic hazard on structural design, file e0ff0074-cce4-9bac-e053-1705fe0af019
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2
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A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils, file e0ff0074-ea97-9bac-e053-1705fe0af019
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2
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RELAZIONE TECNICA SULL’ANALISI MODALE OPERAZIONALE DI DUE VIADOTTI SULLA SS685 (ARQUATA DEL TRONTO), file 1c52f16a-bdc4-4a94-b284-77e988a48538
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1
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Effects of non-synchronous ground motion induced by site conditions on the seismic response of multi-span viaducts, file e0ff0072-8f64-9bac-e053-1705fe0af019
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1
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Analytical evaluation of impedances and kinematic response of inclined piles, file e0ff0072-93bb-9bac-e053-1705fe0af019
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1
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Impedances of inclined piles: an analytical solution, file e0ff0072-99fa-9bac-e053-1705fe0af019
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1
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Seismic response of bridges accounting for soil-structure interaction effects and the non-synchronous ground motion due to 1D and 2D site analysis, file e0ff0072-99fd-9bac-e053-1705fe0af019
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1
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First insights on the effects of inclined pile foundations on the nonlinear seismic response of bridge piers, file e0ff0072-c9ac-9bac-e053-1705fe0af019
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1
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Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles, file e0ff0073-0368-9bac-e053-1705fe0af019
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1
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Kinematic stress resultants in inclined single piles subjected to propagating seismic waves: an analytical formulation, file e0ff0073-0616-9bac-e053-1705fe0af019
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1
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Field tests on micropiles under dynamic lateral loading, file e0ff0073-07b9-9bac-e053-1705fe0af019
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1
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A lumped parameter model for time-domain inertial soil-structure interaction analysis of structures on pile foundations, file e0ff0073-bc05-9bac-e053-1705fe0af019
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1
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A numerical model for the dynamic analysis of inclined pile groups, file e0ff0073-bc08-9bac-e053-1705fe0af019
|
1
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A numerical model for the dynamic analysis of inclined pile groups, file e0ff0073-bc09-9bac-e053-1705fe0af019
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1
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The risk assessment of the Vallicelle district located in Camerino, file e0ff0073-df33-9bac-e053-1705fe0af019
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1
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Seismic empirical fragility curves of the Marche Region churches after the 2016 Central Italy seismic sequence, file e0ff0073-df34-9bac-e053-1705fe0af019
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1
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Preliminary study on the impact of time-dependent seismic hazard on design capacity, file e0ff0073-df35-9bac-e053-1705fe0af019
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1
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Simple formulas for estimating a lumped parameter model to reproduce impedances of end-bearing pile foundations, file e0ff0074-332d-9bac-e053-1705fe0af019
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1
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Evaluation of structural capacity in the case of time-dependent point-sources, file e0ff0074-5f29-9bac-e053-1705fe0af019
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1
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Benefits of inclined pile foundations in earthquake resistant design of bridges, file e0ff0074-6005-9bac-e053-1705fe0af019
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1
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Empirical predictive model for seismic damage of historical churches, file e0ff0074-613c-9bac-e053-1705fe0af019
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1
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Risk assessment of bridges and road networks subjected to natural hazards - Minisymposium 37 - all'interno della conferenza internazionale COMPDYN 2021 28-30 June 2021, Streamed from Athens, Greece - 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering., file e0ff0074-c1b6-9bac-e053-1705fe0af019
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1
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Evaluation of Seismic Vulnerability of the Historical SS Filippo e Giacomo Masonry Arch Bridge in Ascoli Piceno (Italy), file e0ff0074-f038-9bac-e053-1705fe0af019
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1
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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
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1
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| Totale |
937 |