Martakis et al., 2022 - Google Patents
Amplitude dependency effects in the structural identification of historic masonry buildingsMartakis et al., 2022
View PDF- Document ID
- 7059867909364009942
- Author
- Martakis P
- Reuland Y
- Chatzi E
- Publication year
- Publication venue
- Proceedings of the 1st Conference of the European Association on Quality Control of Bridges and Structures: EUROSTRUCT 2021 1
External Links
Snippet
Masonry buildings form a significant part of the central-European building stock. Despite significant efforts to standardize the seismic evaluation of such buildings, uncertainties pertaining to material properties and modeling assumptions introduce significant ambiguity …
- 230000000694 effects 0 title description 7
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/50—Computer-aided design
- G06F17/5009—Computer-aided design using simulation
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F11/00—Error detection; Error correction; Monitoring
- G06F11/30—Monitoring
- G06F11/34—Recording or statistical evaluation of computer activity, e.g. of down time, of input/output operation; Recording or statistical evaluation of user activity, e.g. usability assessment
- G06F11/3409—Recording or statistical evaluation of computer activity, e.g. of down time, of input/output operation; Recording or statistical evaluation of user activity, e.g. usability assessment for performance assessment
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F11/00—Error detection; Error correction; Monitoring
- G06F11/30—Monitoring
- G06F11/34—Recording or statistical evaluation of computer activity, e.g. of down time, of input/output operation; Recording or statistical evaluation of user activity, e.g. usability assessment
- G06F11/3466—Performance evaluation by tracing or monitoring
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06Q—DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/06—Resources, workflows, human or project management, e.g. organising, planning, scheduling or allocating time, human or machine resources; Enterprise planning; Organisational models
- G06Q10/063—Operations research or analysis
- G06Q10/0639—Performance analysis
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/50—Computer-aided design
- G06F17/5086—Mechanical design, e.g. parametric or variational design
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F2201/00—Indexing scheme relating to error detection, to error correction, and to monitoring
- G06F2201/875—Monitoring of systems including the internet
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/10—Complex mathematical operations
- G06F17/18—Complex mathematical operations for evaluating statistical data, e.g. average values, frequency distributions, probability functions, regression analysis
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Wah et al. | A regression-based damage detection method for structures subjected to changing environmental and operational conditions | |
Farahani et al. | Damage identification of a full-scale five-girder bridge using time-series analysis of vibration data | |
Moaveni et al. | Finite-element model updating for assessment of progressive damage in a 3-story infilled RC frame | |
Ceravolo et al. | Amplitude dependence of equivalent modal parameters in monitored buildings during earthquake swarms | |
Welsch et al. | Models and terminology for the analysis of geodetic monitoring observations | |
Saidin et al. | An overview: The application of vibration-based techniques in bridge structural health monitoring | |
Shan et al. | Model‐reference health monitoring of hysteretic building structure using acceleration measurement with test validation | |
Mustafa et al. | Vibration-based health monitoring of an existing truss bridge using energy-based damping evaluation | |
Chen et al. | Predominant period and equivalent viscous damping ratio identification for a full‐scale building shake table test | |
Bayraktar et al. | Evaluation of blast effects on reinforced concrete buildings considering operational modal analysis results | |
Kordestani et al. | Localization of damaged cable in a tied‐arch bridge using Arias intensity of seismic acceleration response | |
Naeim | Real-time damage detection and performance evaluation for buildings | |
Liu et al. | Multidimensional performance limit state for probabilistic seismic demand analysis | |
Butt et al. | Evaluation of Seismic Response Trends from Long‐Term Monitoring of Two Instrumented RC Buildings Including Soil‐Structure Interaction | |
Martakis et al. | Amplitude dependency effects in the structural identification of historic masonry buildings | |
Aytulun et al. | Implementation and application of a SHM system for tall buildings in Turkey | |
Mohammadi et al. | Stochastic analysis of railway embankment with uncertain soil parameters using polynomial chaos expansion | |
De Roeck | Model–based methods of damage identification of structures under seismic excitation | |
Caicedo et al. | Fast mode identification technique for online monitoring | |
Qian et al. | Acceleration‐based damage indicators for building structures using neural network emulators | |
Nguyen et al. | Output-only modal testing and monitoring of civil engineering structures: Instrumentation and test management | |
Diaferio et al. | Modal identification of damaged frames | |
Najafgholipour et al. | A semi-analytical formulation for estimating the fundamental vibration frequency of historical masonry towers | |
Zhang et al. | Near-real time evaluation method of seismic damage based on structural health monitoring data | |
Pozzi et al. | Computation of lifetime value of information for monitoring systems |