Residual service life prediction for bridges undergoing slow landslide-induced movements combining satellite radar interferometry and numerical collapse simulation

[1]  Osama Abdeljaber,et al.  Long-term analysis of the environmental effects on the global dynamic properties of a hybrid timber-concrete building , 2022, Engineering Structures.

[2]  Y. Ni,et al.  A novel Bayesian blind source separation approach for extracting non-stationary and discontinuous components from structural health monitoring data , 2022, Engineering Structures.

[3]  Taeyong Kim,et al.  Machine-learning-based prediction of vortex-induced vibration in long-span bridges using limited information , 2022, Engineering Structures.

[4]  I. Venanzi,et al.  A method for structural monitoring of multispan bridges using satellite InSAR data with uncertainty quantification and its pre-collapse application to the Albiano-Magra Bridge in Italy , 2022, Structural Health Monitoring.

[5]  M. Previtali,et al.  Damage detection on a historic iron bridge using satellite DInSAR data , 2022, Structural Health Monitoring.

[6]  M. Ramondini,et al.  Potential of remote sensing data to support the seismic safety assessment of reinforced concrete buildings affected by slow-moving landslides , 2022, Archives of Civil and Mechanical Engineering.

[7]  P. Milillo,et al.  Monitoring deformations of infrastructure networks: A fully automated GIS integration and analysis of InSAR time-series , 2022, Structural Health Monitoring.

[8]  G. Calvi,et al.  Collapse analysis of the multi-span reinforced concrete arch bridge of Caprigliola, Italy , 2022, Engineering Structures.

[9]  Fulong Chen,et al.  Monitoring of a landmark bridge using SAR interferometry coupled with engineering data and forensics , 2021, International Journal of Remote Sensing.

[10]  Filippo Ubertini,et al.  A transfer Bayesian learning methodology for structural health monitoring of monumental structures , 2021, Engineering Structures.

[11]  Gianni Bartoli,et al.  Structural health monitoring (SHM) and Nondestructive testing (NDT) of slender masonry structures: A practical review , 2021, Construction and Building Materials.

[12]  Subhamoy Sen,et al.  Bridge Damage Detection in Presence of Varying Temperature Using Two-Step Neural Network Approach , 2021 .

[13]  Filipe Magalhães,et al.  Vibration-based damage detection of a concrete arch dam , 2021 .

[14]  Rui Calçada,et al.  Progressive numerical model validation of a bowstring-arch railway bridge based on a structural health monitoring system , 2021, Journal of Civil Structural Health Monitoring.

[15]  M. Schlögl,et al.  Comprehensive time-series analysis of bridge deformation using differential satellite radar interferometry based on Sentinel-1 , 2021 .

[16]  A. Drougkas,et al.  Country-scale InSAR monitoring for settlement and uplift damage calculation in architectural heritage structures , 2020, Structural Health Monitoring.

[17]  F. Ansari,et al.  Collapse analysis of the Polcevera viaduct by the applied element method , 2020 .

[18]  Filippo Ubertini,et al.  Earthquake-induced damage localization in an historic masonry tower through long-term dynamic monitoring and FE model calibration , 2020, Bulletin of Earthquake Engineering.

[19]  Carmelo Gentile,et al.  Long-term monitoring for the condition-based structural maintenance of the Milan Cathedral , 2019 .

[20]  S. Falco,et al.  Satellite radar interferometry and in-situ measurements for static monitoring of historical monuments: The case of Gubbio, Italy , 2019 .

[21]  Simona Verde,et al.  A multi-disciplinary approach for the damage analysis of cultural heritage: The case study of the St. Gerlando Cathedral in Agrigento , 2019 .

[22]  Mingsheng Liao,et al.  A bridge-tailored multi-temporal DInSAR approach for remote exploration of deformation characteristics and mechanisms of complexly structured bridges , 2019, ISPRS Journal of Photogrammetry and Remote Sensing.

[23]  Jiping Li,et al.  Detection of Building and Infrastructure Instabilities by Automatic Spatiotemporal Analysis of Satellite SAR Interferometry Measurements , 2018, Remote. Sens..

[24]  Stefano Lenci,et al.  Tracking modal parameters evolution of a school building during retrofitting works , 2018, Bulletin of Earthquake Engineering.

[25]  Akira Hosoda,et al.  Seismic Performance Evaluation of Masonry Infilled Reinforced Concrete Buildings Utilizing Verified Masonry Properties in Applied Element Method , 2017 .

[26]  Mi G. Chorzepa,et al.  Numerical Investigation of Progressive Collapse of a Multispan Continuous Bridge Subjected to Vessel Collision , 2017 .

[27]  Alessandro Cabboi,et al.  Automated modal identification and tracking: Application to an iron arch bridge , 2017 .

[28]  Pierino Lestuzzi,et al.  Seismic Assessment of a Historical Masonry Building in Switzerland: The “Ancien Hôpital De Sion” , 2016 .

[29]  Akira Hosoda,et al.  Numerical Collapse Analysis of Tsuyagawa Bridge Damaged by Tohoku Tsunami , 2015 .

[30]  Nicola Casagli,et al.  Building Deformation Assessment by Means of Persistent Scatterer Interferometry Analysis on a Landslide-Affected Area: The Volterra (Italy) Case Study , 2015, Remote. Sens..

[31]  Mario Costantini,et al.  Persistent Scatterer Pair Interferometry: Approach and Application to COSMO-SkyMed SAR Data , 2014, IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing.

[32]  Hamed Salem,et al.  Numerical investigation of collapse of the Minnesota I-35W bridge , 2014 .

[33]  Gianfranco Fornaro,et al.  Bridge Thermal Dilation Monitoring With Millimeter Sensitivity via Multidimensional SAR Imaging , 2013, IEEE Geoscience and Remote Sensing Letters.

[34]  Hamed Salem,et al.  Toward an economic design of reinforced concrete structures against progressive collapse , 2011 .

[35]  Mario Costantini,et al.  A novel approach for redundant integration of finite differences and phase unwrapping on a sparse multidimensional domain , 2010, 2010 IEEE International Geoscience and Remote Sensing Symposium.

[36]  Kimiro Meguro,et al.  Applied Element Method Used for Large Displacement Structural Analysis , 2002 .

[37]  G. Roeck,et al.  One-year operational modal analysis of a steel bridge from high-resolution macrostrain monitoring: Influence of temperature vs. retrofitting , 2021 .

[38]  H. Salem,et al.  Progressive collapse assessment of post-tensioned reinforced concrete flat slab structures using AEM , 2020 .

[39]  Gabriele Comanducci,et al.  Environmental effects on natural frequencies of the San Pietro bell tower in Perugia, Italy, and their removal for structural performance assessment , 2017 .

[40]  Daniele Perissin,et al.  Bridge Displacements Monitoring Using Space-Borne X-Band SAR Interferometry , 2017, IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing.

[41]  Hamed Salem,et al.  Progressive collapse assessment of multistory reinforced concrete structures subjected to seismic actions , 2017 .

[42]  Kimiro Meguro,et al.  Applied element simulation for collapse analysis of structures , 1999 .

[43]  M. Menegotto Method of Analysis for Cyclically Loaded R. C. Plane Frames Including Changes in Geometry and Non-Elastic Behavior of Elements under Combined Normal Force and Bending , 1973 .