Controlo fuzzy semi-activo para aparelhos de amortecimento variável na protecção sísmica

Trabalho apresentado no 10º Congresso Nacional de Sismologia e Engenharia Sísmica, 20-22 abril de 2016, Ponta Delgada, Açores, Portugal

Estrutura crustal e mantélica da província Borborema através de funções do receptor e dispersão de ondas superficiais

The Borborema Province, located in northeastern Brazil, has a basement of Precambrian age and a tectonic framework structured at the Neoproterozoic (740-560 Ma). After separation between South America and Africa during the Mesozoic, a rift system was formed, giving rise to a number of marginal and inland basins in the Province. After continental breakup, episodes of volcanism and uplift characterized the evolution of the Province. Plateau uplift was initially related to magmatic underplating of mafic material at the base of the crust, perhaps related to the generation of young continental plugs (45-7 Ma) along the Macau-Queimadas Alignment (MQA), due to a small-scale convection at the continental edge. The goal of this study is to investigate the causes of intra-plate uplift and its relationship to MQA volcanism, by using broadband seismology and integrating our results with independent geophysical and geological studies in the Borborema Province. The investigation of the deep structure of the Province with broadband seismic data includes receiver functions and surface-wave dispersion tomography. Both the receiver functions and surface-wave dispersion tomography are methods that use teleseismic events and allow to develop estimates of crustal parameters such as crustal thickness, Vp/Vs ratio, and S-velocity structure. The seismograms used for the receiver function work were obtained from 52 stations in Northeast Brazil: 16 broadband stations from the RSISNE network (Rede Sismográfica do Nordeste do Brasil), and 21 short-period and 6 broadband stations from the INCT-ET network (Instituto Nacional de Ciência e Tecnologia – Estudos Tectônicos). These results add signifi- cantly to previous datasets collected at individual stations in the Province, which include station RCBR (GSN - Global Seismic Network), stations CAUB and AGBL (Brazilian Lithosphere Seismic Project IAG/USP), and 6 other broadband stations that were part of the Projeto Milênio - Estudos geofísicos e tectônicos na Província Borborema/CNPq. For the surface-wave vii tomography, seismograms recorde at 22 broadband stations were utilized: 16 broadband stations from the RSISNE network and 6 broadband stations from the Milênio project. The new constraints developed in this work include: (i) estimates of crustal thickness and bulk Vp/Vs ratio for each station using receiver functions; (ii) new measurements of surfassewave group velocity, which were integrated to existing measurementes from a continental-scale tomography for South America, and (iii) S-wave velocity models (1D) at various locations in the Borborema Province, developed through the simultaneous inversion of receiver functions and surface-wave dispersion velocities. The results display S-wave velocity structure down to the base of the crust that are consistent with the presence of a 5-7.5 km thick mafic layer. The mafic layer was observed only in the southern portion of the Plateau and absent in its northern portion. Another important observation is that our models divide the plateau into a region of thin crust (northern Plateau) and a region of thick crust (southern Plateau), confirming results from independent refraction surveys and receiver function analyses. Existing models of plateau uplift, nonetheless, cannot explain all the new observations. It is proposed that during the Brazilian orogeny a layer of preexisting mafic material was delaminated, as a whole or in part, from the original Brasiliano crust. Partial delamination would have happened in the southern portion of the plateau, where independent studies found evidence of a more resistant rheology. During Mesozoic rifting, thinning of the crust around the southern Plateau would have formed the marginal basins and the Sertaneja depression, which would have included the northern part of the Plateau. In the Cenozoic, uplift of the northern Plateau would have occurred, resulting in a northern Plateau without mafic material at the base of the crust and a southern Plateau with partially delaminated mafic layer.

Medium change monitoring using ambient seismic noise and coda wave interferometry: examples from intraplate NE Brazil and the Mid-Atlantic Ridge

This thesis presents and discusses the results of ambient seismic noise correlation for two different environments: intraplate and Mid-Atlantic Ridge. The coda wave interferometry method has also been tested for the intraplate data. Ambient noise correlation is a method that allows to retrieve the structural response between two receivers from ambient noise records, as if one of the station was a virtual source. It has been largely used in seismology to image the subsurface and to monitor structural changes associated mostly with volcanic eruptions and large earthquakes. In the intraplate study, we were able to detect localized structural changes related to a small earthquake swarm, which main event is mR 3.7, North-East of Brazil. We also showed that the 1-bit normalization and spectral whitening result on the loss of waveform details and that the phase auto-correlation, which is amplitude unbiased, seems to be more sensitive and robust for our analysis of a small earthquake swarm. The analysis of 6 months of data using cross-correlations detect clear medium changes soon after the main event while the auto-correlations detect changes essentially after 1 month. It could be explained by fluid pressure redistribution which can be initiated by hydromechanical changes and opened path ways to shallower depth levels due to later occurring earthquakes. In the Mid-Atlantic Ridge study, we investigate structural changes associated with a mb 4.9 earthquake in the region of the Saint Paul transform fault. The data have been recorded by a single broadband seismic station located at less than 200 km from the Mid-Atlantic ridge. The results of the phase auto-correlation for a 5-month period, show a strong co-seismic medium change followed by a relatively fast post-seismic recovery. This medium change is likely related to the damages caused by the earthquake’s ground shaking. The healing process (filling of the new cracks) that lasted 60 days can be decomposed in two phases, a fast recovery (70% in ~30 days) in the early post-seismic stage and a relatively slow recovery later (30% in ~30 days). In the coda wave interferometry study, we monitor temporal changes of the subsurface caused by the small intraplate earthquake swarm mentioned previously. The method was first validated with synthetics data. We were able to detect a change of 2.5% in the source position and a 15% decrease of the scatterers’ amount. Then, from the real data, we observed a rapid decorrelation of the seismic coda after the mR 3.7 seismic event. This indicates a rapid change of the subsurface in the fault’s region induced by the earthquake.

Medium change monitoring using ambient seismic noise and coda wave interferometry: examples from intraplate NE Brazil and the Mid-Atlantic Ridge

This thesis presents and discusses the results of ambient seismic noise correlation for two different environments: intraplate and Mid-Atlantic Ridge. The coda wave interferometry method has also been tested for the intraplate data. Ambient noise correlation is a method that allows to retrieve the structural response between two receivers from ambient noise records, as if one of the station was a virtual source. It has been largely used in seismology to image the subsurface and to monitor structural changes associated mostly with volcanic eruptions and large earthquakes. In the intraplate study, we were able to detect localized structural changes related to a small earthquake swarm, which main event is mR 3.7, North-East of Brazil. We also showed that the 1-bit normalization and spectral whitening result on the loss of waveform details and that the phase auto-correlation, which is amplitude unbiased, seems to be more sensitive and robust for our analysis of a small earthquake swarm. The analysis of 6 months of data using cross-correlations detect clear medium changes soon after the main event while the auto-correlations detect changes essentially after 1 month. It could be explained by fluid pressure redistribution which can be initiated by hydromechanical changes and opened path ways to shallower depth levels due to later occurring earthquakes. In the Mid-Atlantic Ridge study, we investigate structural changes associated with a mb 4.9 earthquake in the region of the Saint Paul transform fault. The data have been recorded by a single broadband seismic station located at less than 200 km from the Mid-Atlantic ridge. The results of the phase auto-correlation for a 5-month period, show a strong co-seismic medium change followed by a relatively fast post-seismic recovery. This medium change is likely related to the damages caused by the earthquake’s ground shaking. The healing process (filling of the new cracks) that lasted 60 days can be decomposed in two phases, a fast recovery (70% in ~30 days) in the early post-seismic stage and a relatively slow recovery later (30% in ~30 days). In the coda wave interferometry study, we monitor temporal changes of the subsurface caused by the small intraplate earthquake swarm mentioned previously. The method was first validated with synthetics data. We were able to detect a change of 2.5% in the source position and a 15% decrease of the scatterers’ amount. Then, from the real data, we observed a rapid decorrelation of the seismic coda after the mR 3.7 seismic event. This indicates a rapid change of the subsurface in the fault’s region induced by the earthquake.

I terremoti storici hanno fatto più danni nella parte nord-occidentale di Bologna: ricerca di una spiegazione geofisica per questo fenomeno

Dallo studio della sismicità storica della città di Bologna (Guidoboni e Boschi, 2003) emerge che la maggior parte dei danni causati dai terremoti è concentrata nella parte Nord e Nord-Ovest della città, a nord delle attuali vie S. Donato e S. Isaia. In questo lavoro abbiamo studiato la risposta sismica in diversi siti del centro storico di Bologna, per capirne il comportamento in caso di terremoto e verificare se i risultati fossero compatibili con i dati storici. È stata effettuata una campagna di misure geofisiche: 52 con tecnica passiva a stazione singola HVSR per misurare le frequenze di amplificazione dei sottosuoli (47 all’interno delle mura), 5 in array per misurare l’andamento delle velocità delle onde di taglio nel sottosuolo (tutte all’interno delle mura). 22 delle 47 misure H/V mostrano amplificazione nell’intervallo di frequenze tra 1 e 10 Hz, quello di interesse per le strutture del centro storico. Le cause di queste amplificazioni si ipotizzano essere un livello ghiaioso a circa 10-15 m di profondità (Fiori, 2002) in approfondimento da centro città verso est, e un livello sabbioso a circa 10 m di profondità (Amorosi, 2014). Le misure in array, invece, indicano sostanzialmente che l’estremità orientale della città storica ha rigidezze maggiori a profondità maggiori di 50 m. Il dato derivante dalla sismologia storica, in sintesi, non pare essere completamente supportato da evidenze geologiche o geofisiche: la risposta sismica all’interno delle mura di Bologna varia leggermente da punto a punto, ma senza mostrare trend applicabili ad estese macroaree. Solo l’estremo Nord-Est della città ha un comportamento amplificativo più omogeneo (amplificazione a 1-3 Hz) in linea con la geologia locale, che presenta livelli marcatamente ghiaiosi sotto i 15 m di profondità. La variabilità geologica e di risposta sismica locale è stata verificata essere molto maggiore fuori dalle mura di cinta della città.

Sfide alla Geologia: le Opere di Miozzi e Calatrava a Venezia

Secondo la sismologia storica, Venezia non è mai stata colpita in modo diretto da terremoti nel suo immediato sottosuolo, tuttavia ha riportato diversi danni in occasione di terremoti limitrofi. Nella presente tesi è stato studiato il comportamento sotto sisma di due principali opere veneziane: il ponte degli Scalzi (1934) eretto da E. Miozzi e il ponte della Costituzione (2008), disegnato da S. Calatrava. Accoppiando il modello dinamico dei due ponti con lo spettro di risposta del sito, abbiamo riscontrato che il ponte della Costituzione si colloca nel plateau dello spettro, quindi a periodi per i quali l’accelerazione attesa sulla struttura è massima. Questo non depone a favore della sua sicurezza, considerati anche i problemi statici che la struttura presenta. Il ponte degli Scalzi presenta invece una rigidezza tale da non mostrare amplificazione significativa tra il moto alla fondazione e quello della struttura sovrastante. Le misure di microtremore ambientale effettuate sul sottosuolo in prossimità delle fondazioni dei due ponti hanno mostrato che esso amplifica il moto per risonanza a 0.5 Hz. Questa frequenza è sufficientemente lontana da quelle proprie dei due ponti in esame, per cui si può ritenere che non ne influenzi significativamente la dinamica. Infine, abbiamo osservato che i valori di accelerazione verticale misurati sulla sua sommità del ponte della Costituzione, generati principalmente dal traffico pedonale, superano i limiti di comfort proposti dall’Eurocodice EN UNI 1990.

Diseño e implementación de un sistema de monitoreo de la condición de alimentación de las estaciones de la red sísmica del Austro

En el presente documento se diseña e implementa un controlador de carga de baterías a pulsos, el cual está basado en el circuito integrado BQ24650 de National Instruments, para mejorar el sistema de alimentación de las estaciones sísmicas de la Red Sísmica del Austro. Además, se ha desarrollado un sistema de monitoreo de los niveles de tensión del panel solar y la batería. Esta información será transmitida a través de un radio enlace analógico existente en la RSA, usando el ancho de banda no ocupado del sistema analógico de transmisión de información sísmica, sin alterar, perturbar o añadir ruido al sistema. Posteriormente esta información será visualizada y almacenada en una base de datos en las oficinas de la RSA en la ciudad de Cuenca.

Análisis vectorial y tensorial. Una aplicación a las ondas planas en sismología

El análisis tensorial tiene aplicaciones en el campo de la geometría diferencial de curvas y superficies en un espacio ordinario, así como la generalización a espacios de mayor dimensión o regularmente llamada geometría Rimaniana; otra aplicación es en la física matemática, en la cual, el análisis tensorial permite la formulación de las leyes naturales en términos de tensores los cuales son independientes de cualquier sistema coordenado en particular. Como los vectores son uno de los muchos tipos de tensores que hay, se dan conceptos básicos del análisis vectorial tales como: coordenadas cartesianas rectangulares, producto escalar y vectorial, diferenciación con respecto a una variable escalar y diferenciación parcial haciendo un desarrollo suciente del operador nabla. Se dan los principios fundamentales de los tensores los cuales son conceptos matemáticos o físicos que tienen ciertas leyes especícas que están relacionados con los cambios en el sistema coordenado y se llega hasta la ecuación de movimiento escrita en forma tensorial.

Estudo do mecanismo de rotura dos sismos de 1939 (M7) e 2007 (M6) na faixa S. Miguel – Glória (Açores): uma contribuição para a compreensão da sismotectónica local

O presente trabalho tem como objetivo o estudo de 3 dos mais significativos sismos instrumentais ocorridos na faixa S. Miguel-Glória, Açores: o de 8 de Maio de 1939 e os de 5 e 7 de Abril de 2007. A investigação envolveu a concepção e desenvolvimento de um método que permite recuperar os movimentos reais do solo em formato digital a partir de sismogramas antigos. Os resultados obtidos para o sismo de 1939 relocalizam o evento numa posição mais próxima da fronteira de placas e com mecanismo também mais próximo da generalidade dos eventos estudados. O estudo da fonte dos sismos de 2007 reforçam o mecanismo padrão da zona.

EVENTOS SÍSMICOS NO BRASIL. PERCEPÇÃO DE RISCO DE DISCENTES DE GEOGRAFIA FRENTE A EVENTOS PSEUDO-REMOTOS

Nas últimas duas décadas a temática ambiental adquiriu corpo no Brasil e, ainda que em descompasso com relação aos Estados Unidos da América e Europa, trouxe a necessidade de análises intersetoriais e interdisciplinares dos problemas derivados da ação antrópica. Uma das facetas desta ascensão temática à agenda política do país foi a elaboração da Política Nacional de Defesa Civil (Resolução CONDEC n.º 2, de 12 de dezembro de 1994) e do Sistema Nacional de Defesa Civil, o SINDEC (através do Decreto Federal nº. 5.376 de 17 de fevereiro de 2005). Ao lado de determinados alarmismos, e em um cenário dominado por incertezas (ou certezas probabilísticas), as ações da Defesa Civil deveriam se pautar por um pragmatismo responsável. O vasto campo de sua atuação previu, através da Classificação e da Codificação de Desastres (CODAR), os desastres naturais ligados a sismologia e os desastres mistos ligados a sismicidade induzida. Tais eventos, e suas referências, sempre constituíram uma espécie de literatura cinzenta em se tratando de um país “isento de terremotos”. Para confrontar a percepção de risco dos estudantes de Geografia com as evidências dos principais centros de pesquisas sísmicas, aplicamos um questionário por correio eletrônico aos discentes das principais faculdades de Geografia do país.