| Nome |
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Damaging behavior of masonry arch bridges: analysis of 'Ponte delle Torri' in Spoleto, Italy, file e3835327-7690-15e8-e053-a505fe0a3de9
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209
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Seismic fragility analysis of existing URM buildings: A study on Kathmandu valley, file e383531e-40fe-15e8-e053-a505fe0a3de9
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180
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Dynamic one-sided out-of-plane behavior of unreinforced-masonry wall restrained by elasto-plastic tie-rods, file e383531f-61f7-15e8-e053-a505fe0a3de9
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175
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An investigation of the beneficial effects of adding carbon nanotubes to standard injection grout, file e383531a-62a1-15e8-e053-a505fe0a3de9
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159
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Seismic demand of the 2016–2017 Central Italy earthquakes, file e383531d-3833-15e8-e053-a505fe0a3de9
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157
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A force-based beam FE for the pushover analysis of masonry buildings, file e3835312-45ab-15e8-e053-a505fe0a3de9
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144
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Historical building codes issued after the strong Italian earthquakes of Norcia (1859) and Ischia (1883), file e3835323-fbbe-15e8-e053-a505fe0a3de9
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135
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Effects of coseismic ground vertical motion on masonry constructions damage during the 2016 Amatrice-Norcia (Central Italy) earthquakes, file e3835320-2d99-15e8-e053-a505fe0a3de9
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130
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A nonlinear macroelement formulation for the seismic analysis of masonry buildings, file e3835318-c586-15e8-e053-a505fe0a3de9
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125
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Mortar analysis of historic buildings damaged by recent earthquakes in Italy, file e3835323-b907-15e8-e053-a505fe0a3de9
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119
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MICROMECHANICAL ANALYSIS OF UNREINFORCED AND
REINFORCED MASONRY ARCHES, file e383532d-7e4c-15e8-e053-a505fe0a3de9
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104
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Characterization of historical masonry mortar from sites damaged during the central Italy 2016-2017 seismic sequence: The case study of arquata del Tronto, file e3835324-281c-15e8-e053-a505fe0a3de9
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83
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Coseismic vertical ground deformations vs. intensity measures: Examples from the Apennines, file e383532c-bf8a-15e8-e053-a505fe0a3de9
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58
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Nonlinear dynamic analysis of a masonry arch bridge accounting for damage evolution, file e383532d-3dd5-15e8-e053-a505fe0a3de9
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47
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Development of parametric seismic fragility curves for historical churches, file e383532d-0c48-15e8-e053-a505fe0a3de9
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39
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Shake-table testing of a stone masonry building aggregate. Overview of blind prediction study, file bf2c2418-ffe7-4fdf-8d87-5c1e7ad0f616
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34
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Performance of a school hosted within a historical complex affected by the 2016 seismic sequence, file e3835322-5093-15e8-e053-a505fe0a3de9
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33
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Seismic behaviour of rubble masonry: Shake table test and numerical modelling, file e383532e-169e-15e8-e053-a505fe0a3de9
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27
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Pre- and post-simulations of shake-table tests on a stone masonry building aggregate using finite-discrete elements, file 444f62b5-217f-411f-b9b3-f1f248cb25e8
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21
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Nonlinear macroelement based on Bouc-Wen formulation with degradation for the equivalent frame modelling of masonry walls, file 0fa45ba4-6bb9-42d4-939a-733ccf585997
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18
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Shake table testing of a low-impact technology for the seismic protection of stone masonry, file f5f5a689-fa1a-4baf-ae5c-b8ddad1edd11
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18
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Low-impact techniques for seismic strengthening fair faced masonry walls, file e383532c-da45-15e8-e053-a505fe0a3de9
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15
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Effect of ground-motion sequences on a unreinforced masonry wall restrained by an elasto-plastic tie-rod, file 86679e67-89e5-45c0-b2a3-2045ee22f663
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13
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History, development and application of anti-seismic techniques: the post-earthquake reconstruction of the “Pio Monte della Misericordia” in Ischia., file e383531d-b71f-15e8-e053-a505fe0a3de9
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9
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Effect of the vertical component of ground motion on a rubble masonry wall model, file 9d1615e5-e66e-4430-86ef-0f6c3205afe3
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8
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Analysis of seismically-isolated two-block systems using a multi–rocking-body dynamic model, file def50459-b4e8-4ce0-a5f0-cc90fd6ce3b3
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7
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Identifying seismic local collapse mechanisms in unreinforced masonry buildings through 3D laser scanning, file e3835315-5ae9-15e8-e053-a505fe0a3de9
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7
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Vulnerability Assessment of Unreinforced Masonry Churches Following the 2010–2011 Canterbury Earthquake Sequence, file e3835315-bc28-15e8-e053-a505fe0a3de9
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3
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Seismic demand on a unreinforced masonry wall restrained by elasto-plastic tie-rods under earthquake sequences, file e3835327-eb53-15e8-e053-a505fe0a3de9
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3
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Push ‘o ver. In situ pushover tests on as built and strengthened existing brickwork constructions, file f321b89a-5ae3-4025-b7f2-0c988df885c1
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3
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A new non-invasive method for the seismic retrofit of rubble masonry using composite connectors, file 0d4f295b-96fa-4946-b34f-2f0ec320533f
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2
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Micromechanical Modeling of Unreinforced Masonry Arches Accounting for Flexural Hinges and Shear Slidings, file 5da55425-8758-428e-8fcf-c72c8dc2e329
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2
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Base Isolation Technology for Rocking Statues. A Simplified Design Procedure, file 800abeb5-85e2-47e3-8e56-f75cebd83dfa
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2
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Push ‘o ver. Numerical simulation of the Castel di Lama pushover test through a force-based equivalent frame model, file cb5b1a3c-d697-481d-9129-e575dc6dfb5e
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2
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A static penetration test for masonry mortar, file e3835313-7a4c-15e8-e053-a505fe0a3de9
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2
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Simulation Of Shake Table Tests on Out-of-Plane Masonry Buildings. Part (II): Combined Finite-Discrete Elements, file e3835315-9ee4-15e8-e053-a505fe0a3de9
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2
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Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls. A numerical comparative study, file e3835316-3398-15e8-e053-a505fe0a3de9
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2
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Damage reconnaissance of unreinforced masonry bearing wall buildings after the 2015 Gorkha, Nepal, earthquake, file e3835319-6884-15e8-e053-a505fe0a3de9
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2
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Una prova penetrometrica statica per lo studio di malte storiche: primi risultati applicativi e future prospettive di impiego, file e383531a-04b0-15e8-e053-a505fe0a3de9
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2
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An inventory of unreinforced masonry churches in New Zealand, file e383531e-0fb6-15e8-e053-a505fe0a3de9
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2
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Numerical and operational modal analyses of the “Ponte delle Torri”, Spoleto, Italy, file e383531e-337d-15e8-e053-a505fe0a3de9
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2
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Equivalent frame modelling of masonry walls based on plasticity and damage, file e3835324-0aab-15e8-e053-a505fe0a3de9
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2
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New Technologies for the Seismic Protection of Stone Masonry in Earthquake-Prone Regions, file 1e7ca4c3-1948-4188-aad9-36d4605477fc
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1
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Displacement-based design procedures for rigid block isolation, file 3b4d870f-e329-48ad-a721-9fe29255f494
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1
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Base-Isolation of a Rocking Object on a Rocking Pedestal: Response to Pulse-Type Ground Motion, file 5943b501-c582-4d19-8cae-2ef3b5aaf8ec
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1
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The Effect of the Vertical Component of Ground Motion on a Masonry Cross Vault Model, file a6041a2b-d0ac-48ab-96d8-5d26e4ce7a8e
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1
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Guest editorial: The Emilia 2012 earthquakes, Italy, file e3835313-6740-15e8-e053-a505fe0a3de9
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1
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Quantitative archaeoseismological investigation of the Great Theatre of Larissa, Greece, file e3835313-6cf4-15e8-e053-a505fe0a3de9
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1
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L'acciaio nel restauro: dalla diagnostica all'intervento. Caso di studio, file e3835313-763b-15e8-e053-a505fe0a3de9
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1
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Approach to the study of conservation of historical masonry mortars by means of the correlation between porosimetry and penetrometric test. First results, file e3835313-769c-15e8-e053-a505fe0a3de9
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1
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A lumped plasticity equivalent beam model for the pushover analysis of masonry buildings, file e3835313-76ad-15e8-e053-a505fe0a3de9
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1
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Integration of ground-penetrating radar, ultrasonic tests and infrared thermography for the analysis of a precious medieval rose window, file e3835313-76de-15e8-e053-a505fe0a3de9
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1
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Analysis of damage and diagnostic investigations on Tricarico Cathedral (Italy), file e3835313-7712-15e8-e053-a505fe0a3de9
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1
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Alcune criticità nella modellazione di risposta globale e meccanismi locali in edifici sacri. L'Oratorio di San Giuseppe a L'Aquila, file e3835313-7760-15e8-e053-a505fe0a3de9
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1
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Numerical Modelling of Masonry Buildings: Benchmarking of a Finite Element Approach, file e3835313-778a-15e8-e053-a505fe0a3de9
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1
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Comportamento degli edifici in cemento armato ed in muratura e dei ponti in occasione del terremoto del Cile del 27 febbraio 2010, file e3835313-77c0-15e8-e053-a505fe0a3de9
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1
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Dalla villa dei Bruttii Praesentes alla proprietà imperiale. Il complesso archeologico di Marsicovetere - Barricelle (PZ), file e3835313-78ba-15e8-e053-a505fe0a3de9
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1
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Static penetration test for historical masonry mortar, file e3835315-57ba-15e8-e053-a505fe0a3de9
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1
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Statistical seismic vulnerability of New Zealand unreinforced masonry churches, file e3835315-fddd-15e8-e053-a505fe0a3de9
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1
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Statistical tests for the goodness of fit of mortar compressive strength distributions, file e3835316-2616-15e8-e053-a505fe0a3de9
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1
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Estimation of unreinforced tuff masonry compressive strength based on mortar and unit mechanical parameters, file e3835316-2617-15e8-e053-a505fe0a3de9
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1
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Emerging technologies for the seismic assessment of historical churches. The case of the bell tower of the Cathedral of Matera, Southern Italy, file e3835316-2803-15e8-e053-a505fe0a3de9
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1
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Patrimonio storico-architettonico e salvaguardia: analisi delle caratteristiche costruttive e dinamiche dei campanili delle chiese in Basilicata, file e3835319-b87b-15e8-e053-a505fe0a3de9
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1
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Strength domains and return algorithm for the lumped plasticity equivalent frame model of masonry structures, file e383531d-e998-15e8-e053-a505fe0a3de9
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1
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Nonlinear analysis of masonry walls based on a damage-plastic formulation, file e383531e-0c1a-15e8-e053-a505fe0a3de9
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1
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A force-based macroelement for the nonlinear dynamic analysis of masonry buildings, file e383531e-3cb4-15e8-e053-a505fe0a3de9
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1
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Ambient vibration tests on New Zealand unreinforced masonry churches using low cost sensors, file e3835320-30e7-15e8-e053-a505fe0a3de9
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1
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Application of the mortar static penetration test to historical buildings, file e3835320-83d3-15e8-e053-a505fe0a3de9
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1
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An enriched Bouc-Wen model with damage, file e3835324-0aa7-15e8-e053-a505fe0a3de9
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1
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On the degrading/hysteretic response of masonry under seismic loads, file e3835324-2418-15e8-e053-a505fe0a3de9
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1
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Seismic Risk Assessment of New Zealand Unreinforced Masonry Churches using Statistical Procedures, file e383532b-ad21-15e8-e053-a505fe0a3de9
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1
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Bowstring bridges for high-speed railway transportation, file f713b935-2666-4f9e-9308-abc6c6f9f8f0
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1
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| Totale |
2.137 |