Lancellotta et al., 2015 - Google Patents
Identification technique for soil-structure analysis of the Ghirlandina towerLancellotta et al., 2015
- Document ID
- 12300386658143152846
- Author
- Lancellotta R
- Sabia D
- Publication year
- Publication venue
- International Journal of Architectural Heritage
External Links
Snippet
Historical towers, in particular medieval towers, are an important part of cultural heritage, and their preservation mandates monitoring and detailed analyses of vulnerability under seismic actions as well as of their long-term performance. Certain aspects of structural …
- 238000004458 analytical method 0 title abstract description 62
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/008—Earthquake measurement or prediction
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C21/00—Navigation; Navigational instruments not provided for in preceding groups
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Lancellotta et al. | Identification technique for soil-structure analysis of the Ghirlandina tower | |
| Foti et al. | Output‐only identification and model updating by dynamic testing in unfavorable conditions of a seismically damaged building | |
| Masciotta et al. | The importance of structural monitoring as a diagnosis and control tool in the restoration process of heritage structures: A case study in Portugal | |
| Cavalagli et al. | Earthquake-induced damage detection in a monumental masonry bell-tower using long-term dynamic monitoring data | |
| Potenza et al. | Long-term structural monitoring of the damaged Basilica S. Maria di Collemaggio through a low-cost wireless sensor network | |
| Michel et al. | Quantification of fundamental frequency drop for unreinforced masonry buildings from dynamic tests | |
| Aguilar et al. | Investigations on the structural behaviour of archaeological heritage in Peru: From survey to seismic assessment | |
| Xu et al. | Structural parameters and dynamic loading identification from incomplete measurements: approach and validation | |
| Osmancikli et al. | Investigation of restoration effects on the dynamic characteristics of the Hagia Sophia bell-tower by ambient vibration test | |
| Sabia et al. | Model updating to forecast the dynamic behavior of the Ghirlandina Tower in Modena, Italy | |
| D'Ayala et al. | Modeling masonry historic buildings by multi-body dynamics | |
| Trifunac | Rotations in structural response | |
| Zinno et al. | Structural health monitoring (SHM) | |
| Pisanò et al. | Soil–foundation modelling in laterally loaded historical towers | |
| Haciefendi̇oğlu et al. | Stochastic dynamic response of masonry minarets subjected to random blast and earthquake‐induced ground motions | |
| Qin et al. | Shake Table Study on the Effect of Mainshock‐Aftershock Sequences on Structures with SFSI | |
| Maria et al. | Dynamic behavior of shallow founded historic towers: validation of simplified approaches for seismic analyses | |
| Salvatore et al. | Damage assessment of Nepal heritage through ambient vibration analysis and visual inspection | |
| Forcellini et al. | Seismic assessment of the historical third tower in San Marino based on a 3D laser scanner survey (3D-LSS) | |
| Carpinteri et al. | The Sacred Mountain of Varallo in Italy: Seismic risk assessment by Acoustic Emission and structural numerical models | |
| Pavlovic et al. | A procedure for the structural identification of masonry towers | |
| Savalle et al. | Dynamic behaviour of drystone retaining walls: shaking table scaled-down tests | |
| Yang et al. | Performance of a top-down excavation in shanghai: Case study and numerical exploration | |
| Romero et al. | Operational modal analysis: a tool for assessing changes on structural health state of historical constructions after consolidation and reinforcement works—Jura Chapel (Jerez de la Frontera, Spain) | |
| Lancellotta et al. | The role of monitoring and identification techniques on the preservation of historic towers |