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Seismic structural monitoring

A minimum amount of seismic instrumentation should be installed at any nuclear power plant site as follows  [Pg.46]

The installation of additional seismic instrumentation should be considered for sites having an SL-2 free field acceleration equal to or greater than 0.25g. [Pg.46]

The collection and analysis of data should be carried out on a regular basis to support the periodic safety review of the plant. [Pg.46]

Gattulli V, Potenza F, Lepidi M, Federici F, Graziosi F, Colarieti A (2015b) Seismic structural monitoring by wireless sensor networks of the Basilica S. Maria di Collemaggio after the transept collapse. Earthq Eng Struct Dyn (in preparation)... [Pg.2729]

Seismic Behavior of Ancient Monuments From Coi-iapse Observation to Permanent Monitoring, Fig. 12 Identified modal model by structural monitoring ... [Pg.2727]

Today, detailed seismic monitoring allows small structures to be spotted and small-scale discrepancies (accidents, faults with little slip) and even gas-liquid interfaces (bright spots) and lateral variations in... [Pg.169]

STRUCTURAL CONSOLIDATION. Structural consolidation of the plaster layer is necessary for protection against mechanical stresses, including seismic activity and vibrations generated by buses that bring visitors to the Valley of the Queens. The use of injectable polymers is a viable solution. The most stable polymers must be used, and it may be necessary to custom design polymers for this purpose. The integrity of the plaster layer, before, during, and after treatment must be determined and monitored by ultrasonic, piezoelectric, or photoacoustic methods. This procedure and the use of polymers for paint layer protection will require extensive controlled experimentation, especially on the physicochemical nature of the various pig-... [Pg.301]

Keywords ambient vibration Bayesian inference best estimaton conditional probability correlation function modal analysis modal identification nonstationary response seismic response structural health monitoring... [Pg.161]

A general procedure for structural health monitoring that includes both damage detection and reliability assessment of a structure subject to seismic excitation is briefly illustrated and applied to an example case. The procedure is formulated in a unified probabilistic framework that can take into account any kind of uncertainty involved in the various phases of the analysis. [Pg.290]

Paola, M. D., Navarra, G. (2009). Stochastic seismic analysis of MDOF structures with nonlinear viscous dampers. Structural Control and Health Monitoring, 16(3), 303-318. doi 10.1002/ stc.254... [Pg.108]

Nagarajaiah, S., Narasimhan, S., Agrawal, A., Ping, T. (2009). Benchmark structural control problem for a seismically excited highway bridge. Part III Phase II sample controller for the fully base-isolated case. Structural Control andHealth Monitoring, 16, 549-563. doi 10.1002/stc.293... [Pg.233]

Agranovich, G., Ribakov, Y. (2010). A method for efficient placement of semi-active dampers in seismically excited structures. Structural Control and Health Monitoring, 17(5), 513-531. [Pg.247]

Cha, Y.-J., Agrawal, A. K. (2011). (in press). Decentralized output feedback polynomial control of seismically excited structures using genetic algorithm. Journal of Structural Control Health Monitoring. doi 10.1002/stc.486... [Pg.354]

See other pages where Seismic structural monitoring is mentioned: [Pg.46]    [Pg.46]    [Pg.45]    [Pg.958]    [Pg.2517]    [Pg.2728]    [Pg.3124]    [Pg.3130]    [Pg.163]    [Pg.4]    [Pg.617]    [Pg.3]    [Pg.307]    [Pg.424]    [Pg.230]    [Pg.172]    [Pg.349]    [Pg.304]    [Pg.81]    [Pg.84]    [Pg.675]    [Pg.814]    [Pg.2393]    [Pg.290]    [Pg.413]    [Pg.413]    [Pg.414]    [Pg.641]    [Pg.645]    [Pg.410]    [Pg.275]    [Pg.288]    [Pg.34]   


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Seismic

Structure monitoring

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