Near-Source Simulation of Strong Ground Motion in Amatrice Downtown Including Site Effects
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Ancora Fiamme Su Un Bus,Rieti, Ex
RIETI: AL VIA I TEST SICUREZZA IN CASI DI EMERGENZA NELLE SCUOLE Red. Cronache Rieti – Fervono i preparativi per farsi trovare tutti preparati. Sarà una settimana densa di impegni, quella che attende gli Istituti scolastici della città. A partire da lunedì 9 maggio prossimo, 19 plessi scolastici, appartenenti a 4 Istituti Comprensivi di Rieti, saranno interessati dalle verifiche delle procedure di sicurezza in caso di emergenza improvvisa. Coinvolti oltre tremila bambini e adolescenti del capoluogo reatino, dalle materne fino alle medie inferiori, coordinati nelle attività di messa in sicurezza, oltre che dai Dirigenti di Istituto, da circa 320 tra insegnanti e personale non docente, sotto lo sguardo vigile della Protezione Civile e dei Responsabili della sicurezza. Giunto al settimo anno, la settimana della sicurezza scolastica a Rieti rientra nel più ampio progetto di scuola sicura dal titolo "Sicuri a scuola, sicuri nella vita" ideato e coordinato dal C.E.R. Protezione Civile di Rieti, in stretta collaborazione con il Gruppo Comunale Volontari di Rivodutri e dal Centro Studi di Protezione Civile CESISS, oltre al prezioso supporto dell'Ufficio Scolastico Provinciale, molto attento sulle dinamiche della sicurezza all'interno delle scuole di ogni ordine e grado. “Si tratta di un’attività di addestramento collettivo della popolazione scolastica, che ripetiamo più volte nel corso dell’anno – a spiegarlo è Crescenzio Bastioni, responsabile del CER Protezione Civile di Rieti. In questi ultimi anni, ci siamo concentrati in particolare sui più piccoli, bambini e adolescenti, tra i più esposti in caso di emergenza improvvisa. Lo scopo è quello di insegnare loro quali sono le azioni da mettere in campo per reagire prontamente e per mettersi in sicurezza, nel caso si verifichi uno dei tanti potenziali pericoli che possono presentarsi senza preavviso, sconvolgendo la quotidianità della vita scolastica. -
Seismic Site Effects in a Deep Alluvial Basin : Numerical Analysis by the Boundary Element Method
SEISMIC SITE EFFECTS IN A DEEP ALLUVIAL BASIN : NUMERICAL ANALYSIS BY THE BOUNDARY ELEMENT METHOD J.F.Semblat1, A.M. Duval2, P. Dangla3 Abstract : The main purpose of the paper is the numerical analysis of seismic site effects in Caracas (Venezuela). The analysis is performed considering the Boundary Element Method in the frequency domain. A numerical model including a part of the local topography is considered, it involves a deep alluvial deposit on an elastic bedrock. The amplification of seismic motion (SH-waves, weak motion) is analyzed in terms of level, occuring frequency and location. In this specific site of Caracas, the amplification factor is found to reach a maximum value of 25. Site effects occur in the thickest part of the basin for low frequencies (below 1.0 Hz) and in two intermediate thinner areas for frequencies above 1.0 Hz. The influence of both incidence and shear wave velocities is also investigated. A comparison with microtremor recordings is presented afterwards. The results of both numerical and experimental approaches are in good agreement in terms of fundamental frequencies in the deepest part of the basin. The boundary element method appears to be a reliable and efficient approach for the analysis of seismic site effects. 1. SOME DIFFERENT ASPECTS OF EARTHQUAKE GEOTECHNICAL ENGINEERING Different types of analysis can be performed to investigate earthquake engineering problems. Depending on the purpose of the analysis, one can stress on the only structural aspect of the problem, the geotechnical point of view -
Iscrizione Registro
AllegatoA) alladet. n. 462del 06/08/2012cornposio da n. 5 pagg. ISCRIZIONE REGISTRO Comuni del ISCRIZIONE Comp. NomeSquadra Capo-Squadra Comprensorio REGISTRO Il solengodi I ScarclaVito 2 Posta I F€datorì Angclinì Domenico 2 z Cittareale Luponem RossiGins€ppe 2 Posta-Cittarcale Le ven€ CalabreseDomerico 4 Borbom Tre monti TocchioFmnc€sco 2 Posta I tupi Marconi Francesco 6 2 Crttareale Vallannara Talianì Lùigi 7 2 Posta-Cìttarcale La pmtora Di Placido StefaÍo I lî scogio molro 3 MolrD Reatino Roselli Franco 9 Rivodùtf-Morro Torchio SampalmieriEnzo 10 Realino PoggioBustone Li Diaruri Rubimaúa Valterc t1 Sattamaria in 4 Marceteli De ArgelìsGaetarc 12 4 Marcetelli NtarceteIi Tolomei Antonio 4 Varco Sabirc segugio De SantisClaudìo l4 Bdganti del Fiamignaro Rotili Vi&enzo Pehella Salto Castellodi naéri Tolli Angelo 16 PetrellaSalto tr passatore2 De Massimi Adonio t1 5 PetrelìaSaÌo Peú€ÌaSaìto VutpianiGiusepp€ 18 PeÍella Salto Valle del salto RossiFmnco 19 PetrellaSalto La macchia Giodani Mario 20 Petlella Salto- 5 I segugio Giuli Lino Fiamisnarìo Rieti-Co[i Íl 6 II passatorcI Ciani À4arcello 22 Cinghialai 6 Greccio-Conîigliano Blasi Angelo 23 Grcccio Cinghialai 6 Gîeccio Scarciafraf€Ermatrno 24 Gr€c€io 6 Cortigliano-GreccioIl nrganlno Aguzzi Pierino 25 6 Contigliaro Valle tasso Natalid Arìselmo 26 6 Labro Aquita di labm Badid Marco 27 Cofi Sùl VeliÍo- 6 Col]i I Marchetti Labro Gianni 28 7 Solengo Dionisi Francesco 29 Cantalice-PogÉo Rapacidi cima 1 SEimts Felice 30 7 Leonessa Dialla C€sareailemando '| Lmtressa Pantem Cellinì SimoÍe 32 7 Leonessa -
Rieti Seggi Primarie Regionali
ELEZIONI PRIMARIE 1 DICEMBRE 2018 - UBICAZIONE SEGGI PROVINCIA DI RIETI COMUNI SEGGI ELETTORI DI, SEZIONI UBICAZIONE SEGGIO Accumoli NO POSTA - Amatrice NO POSTA , Antrodoco 1 ANTRODOCO - CASTEL S. ANGELO -MICIGLIANO-BORGOVELINO SEDE PD Ascrea NO CASEL DI TORA , Belmonte 1 BELMONTE-TORRICELLA GAZEBO PIAZZA ROMA Borbona NO POSTA - Borgorose 1 BORGOROSE USI CIVICI CORVARO Borgo Velino NO ANTRODOCO , CANTALICE-POGGIO BUSTONE-RIVODUTRI-LABRO-MORRO-COLLI SUL Cantalice 1 VELINO CENTRO SOCIO CULTURALE AMULIO TEMPERANZA Cantalupo NO FORANO - Casaprota NO POGGIO MOIANO 2 OSTERIA NUOVA - Casperia NO FORANO - CASTEL DI TORA-COLLE DI TORA-ROCCA SINIBALDA-ASCREA- PAGANICO- Castel di Tora 1 COLLALTO-COLLEGIOVE-NESPOLO-TURANIA FARMACIA Castel S. Angelo NO ANTRODOCO - Castelnuovo di F. NO POGGIO MOIANO 2 OSTERIA NUOVA , CITTADUCALE 1 CITTADUCALE PIAZZA DEL POPOLO - SEDE PD Cittareale NO POSTA - Collalto NO CASTEL DI TORA , Colle di Tora NO CASTEL DI TORA , Collegiove NO CASTEL DI TORA - Collevecchio NO MAGLIANO , Colli sul Velino NO CANTALICE - Concerviano NO RIETI 1 SEDE PD - COMUNI SEGGI ELETTORI DI, SEZIONI UBICAZIONE SEGGIO Configni NO COTTANELLO - Contigliano 1 CONTIGLIANO - GRECCIO -MONTE S. GIOVANNI SEDE PD - VIA MATTEOTTI Cottanello 1 COTTANELLO - MONTASOLA - CONFIGNI - VACONE EDIFICIO SCOLASTICO VIA PALOMBARA Fara SABINA 1 1 TALOCCI SEZ 1-2-3-6-7-12 CIRCOLO PD TALOCCI Fara SABINA 2 1 PASSO CORSE SEZ. 4-5-8-9-10-11-13 VIA FRANCESCO SACCO PASSO CORESE Fiamignano 1 FIAMIGNANO-PESCOROCCHIANO-PETRELLA SEDE PRO LOCO Forano 1 FORANO - TORRI-CANTALUPO- SELCI - CASPERIA SEZIONE PD GAVIGNANO Frasso NO POGGIO MOIANO 2 OSTERIA NUOVA , Greccio NO CONTIGLIANO - Labro NO CANTALICE - Leonessa 1 LEONESSA HOTEL LA TORRE - VIALE F. -
Comune Indirizzo Denominazione Farmacia
ELENCO FARMACIE DI RIETI E PROVINCIA ( DPR 22.7.96 n.484 art.36 ) COMUNE INDIRIZZO DENOMINAZIONE TELEFONO FARMACIA ACCUMOLI Via Salaria, km 141,900 c/o COC Farmacia Del parco - Dr. Nigro 0746/840031 Francesco Anselmo AMATRICE centro commerciale triangolo Farmacia Cicconetti snc 0746/825214 AMATRICE area commerciale ex cotral Mauro sas 0746/826793 ANTRODOCO Piazza del Popolo, n. 13 Farmacia S.Anna snc 0746/578724 BORBONA Piazza Martiri IV Aprile, n. 1 D.ssa Giorgi Emanuela 0746/940121 BORGOROSE Viale Micangeli, n. 14 - Borgorose Farmacia Borgorose della D.ssa 0746/314547 Perni Paola BORGOROSE Via dello sport, n. 13/A - Corvaro Farmacia Dottori Perondi 0746/306152 BORGOVELINO Via M.L. King, snc Dr. Sciubba Belisario 0746/578261 CANTALICE Via Mazzini, n. 29 Farmacia Incandela - Dr. 0746/653315 Boccanera Pierluigi CANTALUPO IN S. Viale Verdi, n. 30 D.ssa Binaghi Alessandra 0765/514289 CASAPROTA Largo A. Filippi, n. 1 Farmacia Casaprota di De Rossi e 0765/85277 Fortuna snc CASPERIA Via Roma, n. 1 D.ssa Rizzuti Flavia 0765/63025 CASTEL DI TORA Via Turanense, n. 4 Dr. Caramagno Corrado 0765/716332 CASTEL SANT'ANGELO Via Nazionale I, n. 36 Farmacia Sant'Angelo - D.ssa Grillo 0746/698748 E. CASTELNUOVO DI FARFA Via Roma, n. 17-19 Dr. Conti Arcangelo 0765/36266 CITTADUCALE Piazza del Popolo, n. 10 Farmacia Domenici F. & C. sas 0746/602132 CITTADUCALE Via Don Mario D'Aquilio, snc – Santa Rufina A.S.M. n. 3 0746/694099 COLLALTO SABINO Via IV Novembre, n. 7 Dr. Colapietro Luca 0765/98298 COLLEVECCHIO Piazza V. Emanuele II, n. -
1) Rilancio Per Gherardi Sindaco
1) RILANCIO PER GHERARDI SINDACO 1 CARMINE RINALDI nato a FIAMIGNANO (RI) il 12/11/1953 2 CHIARA ANGELINI nato a ROMA il 20/02/1978 3 CESARE BRUNO nato a TORINO il 23/10/1954 4 MICHELA CAPASSO nato a RIETI il 12/05/1988 5 ROBERTO DI LORETO nato a RIETI il 30/07/1971 6 FABRIZIO GIANSANTI nato a RIETI il 09/08/1966 7 DANIELE IACOBONI nato a RIETI il 14/06/1976 8 PAOLO MASTROIACO nato a RIETI il 06/06/1970 9 FABIO MAZZETTI nato a RIETI il 27/11/1975 10 GIUSEPPE MELCHIORRE nato a RIETI il 21/09/1971 11 GIANCARLO NORCIA nato a VITERBO il 08/08/1958 12 IVANO PAGGI nato a RIETI il 26/12/1951 13 MARIA GABRIELLA PAOLUCCI nato a RIETI il 09/08/1971 14 CLAUDIA PARIS nato a WETZLAR (D) il 26/11/1979 15 GIOVANNI PRINCIPESSA nato a POGGIO MOIANO (RI) il 03/11/1955 16 MARCO ROVERSI nato a RIETI il 17/08/1976 17 STEFANIA BIAGINA SACCONE nato a MONTELAPIANO (CH) il 03/02/1959 18 BENEDETTO SANTUCCI nato a SALERNO il 17/09/1956 19 GIOVANNA SCANZANI nato a RIETI il 21/11/1961 20 MATTEO SIMEONI nato a RIETI il 15/11/1979 21 PAUNITA SIMU nato a RESITA (RO) il 12/04/1976 22 FABIO SPADONI nato a RIETI il 18/04/1984 23 GIULIANO TURCHETTI nato a PETRELLA SALTO (RI) il 13/08/1957 24 MAURIZIO VASSALLO nato a RIETI il 10/02/1954 25 ROBERTA TOFANI nato a RIETI il 22/05/1991 26 MARIA RITA SEBASTIANI nato a RIETI il 28/11/1976 27 GISELLA GRAZIANI nato a ROMA il 26/05/1955 28 LUCA QUASSONI nato a RIETI il 26/10/1979 29 SIMONA PERSIO nato a RIETI il 25/10/1978 30 RENZO BAGLINI nato a ROMA il 13/08/1961 2) RIETI AL CENTRO (Gherardi) 1 VINCENZO RINALDI nato a FIAMIGNANO -
Crumbling of Amatrice Clock Tower During 2016 Central Italy Seismic Sequence: Advanced Numerical Insights
F. Clementi et alii, Frattura ed Integrità Strutturale, 51 (2020) 313-335; DOI: 10.3221/IGF-ESIS.51.24 Focussed on Fracture and Damage Detection in Masonry Structures Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights Francesco Clementi Dep. of Civil and Building Engineering, and Architecture, Università Politecnica della Marche, via Brecce Bianche, 60131, Ancona, Italy [email protected], http://orcid.org/0000-0002-9705-777X Gabriele Milani Dep. of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, P. Leonardo da Vinci 32, 20133, Milano, Italy [email protected], http://orcid.org/0000-0001-5462-3420 Angela Ferrante Dep. of Civil and Building Engineering, and Architecture, Università Politecnica della Marche, via Brecce Bianche, 60131, Ancona, Italy [email protected] Marco Valente Dep. of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133, Milano, Italy [email protected] Stefano Lenci Dep. of Civil and Building Engineering, and Architecture, Università Politecnica della Marche, via Brecce Bianche, 60131, Ancona, Italy [email protected], http://orcid.org/0000-0003-3154-7896 ABSTRACT. The dynamic behaviour and the seismic vulnerability of the ancient civic clock tower of Amatrice, dramatically damaged by the last shocks sequence of 2016 that occurred in Central Italy, is studied in this paper by Citation: Clementi, F., Milani, G., Ferrante, means of advanced 3D numerical analyses with the Non-Smooth Contact A., Valente, M., Lenci, S., Crumbling of Amatrice clock tower during 2016 Central Dynamics Method (NSCD). Thus, a discontinuous approach was used to Italy seismic sequence: Advanced numerical assess the dynamic properties and the vulnerability of the masonry structure, insights, Frattura ed Integrità Strutturale, 51 (2020) 313-335. -
Geospatial Assessment of the Post-Earthquake Hazard of the 2017 Pohang Earthquake Considering Seismic Site Effects
International Journal of Geo-Information Article Geospatial Assessment of the Post-Earthquake Hazard of the 2017 Pohang Earthquake Considering Seismic Site Effects Han-Saem Kim 1 , Chang-Guk Sun 2,* and Hyung-Ik Cho 1 1 Earthquake Research Center, Korea Institute of Geoscience and Mineral Resources, Daejeon 305-350, Korea; [email protected] (H.-S.K.); [email protected] (H.-I.C.) 2 Geological Research Division, Korea Institute of Geoscience and Mineral Resources, Daejeon 305-350, Korea * Correspondence: [email protected]; Tel.: +82-42-868-3265 Received: 15 July 2018; Accepted: 5 September 2018; Published: 10 September 2018 Abstract: The 2017 Pohang earthquake (moment magnitude scale: 5.4) was South Korea’s second strongest earthquake in decades, and caused the maximum amount of damage in terms of infrastructure and human injuries. As the epicenters were located in regions with Quaternary sediments, which involve distributions of thick fill and alluvial geo-layers, the induced damages were more severe owing to seismic amplification and liquefaction. Thus, to identify the influence of site-specific seismic effects, a post-earthquake survey framework for rapid earthquake damage estimation, correlated with seismic site effects, was proposed and applied in the region of the Pohang earthquake epicenter. Seismic zones were determined on the basis of ground motion by classifying sites using the multivariate site classification system. Low-rise structures with slight and moderate earthquake damage were noted to be concentrated in softer sites owing to the low focal depth of the site, topographical effects, and high frequency range of the mainshocks. Keywords: geo-data; seismic site effects; post-earthquake survey; earthquake impact; 2017 Pohang earthquakes 1. -
Second Summary Report on the Ml 6.0 Amatrice Earthquake of August 24, 2016 (Central Italy)
Second summary report on the M6.0 Amatrice earthquake of August 24, 2016 SECOND SUMMARY REPORT ON THE ML 6.0 AMATRICE EARTHQUAKE OF AUGUST 24, 2016 (CENTRAL ITALY) INGV Working Group on the Amatrice Earthquake September 19, 2016 Cite as: INGV working group on the Amatrice earthquake (2016). Second summary report on the M6.0 Amatrice earthquake of August 24, 2016 (Central Italy), doi: 10.5281/zenodo.166241 Second summary report on the M6.0 Amatrice earthquake of August 24, 2016 INDEX Introduction Seismic Sequence 1.1 Monitoring networks (SISMIKO, Emersito) 1.2 Aftershock distribution in time 1.3 Fault geometry from hypocentral locations 1.4 Focal mechanisms 2. Mainshock: new analyses 2.1 Strong motion data and ShakeMap 2.1.1 Inversion of strong motion data 2.2 Geodesy 2.2.1 GPS 2.2.2 Inversion 2.2.3 High rate GPS 2.2.4 SAR and joint modeling with CGPS data 2.3 Geology 2.3.1 Surface ruptures (Emergeo) 2.3.2 Comparison with geological information 2.4 Macroseismics 2.4.1 Macroseismic survey (Quest) 3 Interpretive framework 2 Second summary report on the M6.0 Amatrice earthquake of August 24, 2016 Introduction About four weeks have passed since the local magnitude Ml 6.0 (moment magnitude Mw 6.0) earthquake struck the central Apennines area, between the towns of Norcia an Amatrice, on August 24. The amount of data so far collected and the ongoing studies, allow for a more detailed knowledge of the processes behind the earthquake and its seismic sequence. In the following we will illustrate analyses and results that integrate the ones described in the “First Summary Report on the Amatrice Earthquake”. -
Damage Assessment by Non-Smooth Contact Dynamics Method of the Iconic Crumbling of the Clock Tower in Amatrice After 2016 Center Italy Seismic Sequence
Damage assessment by Non-Smooth Contact Dynamics method of the iconic crumbling of the clock tower in Amatrice after 2016 center Italy seismic sequence *Francesco Clementi¹, Gabriele Milani2, Valentina Gazzani1, †Marina Poiani1 and Stefano Lenci1 1Department of Civil and Building Engineering, and Architecture (DICEA), Polytechnic University of Marche, Ancona, Italy 2Department of Architecture, Built Environment and Construction Engineering (ABC), Politecnico di Milano, Milan, Italy *Presenting author: [email protected] †Corresponding author: [email protected] Abstract The dynamics of the medieval civic clock tower of Amatrice (Rieti-Italy) has been studied by means of the Non-Smooth Contact Dynamics (NSCD) method, implementing a discrete element numerical model in the LMGC90© code. Schematized as a system of rigid blocks, undergoing frictional sliding and plastic impacts, the tower has exhibited a complex dynamic, because of the geometrical non-linearity and the non-smooth nature of the contact laws. Numerical simulations are performed with the aim of comparing the numerical result and the observed damages after the seismic sequence of the Central Italy earthquakes. Keywords: NSCD method, nonlinear dynamics, masonry towers, damage assessment Introduction The seismic events which hit Central Italy on 24th August, 26th and 30th October 2016, and 18th January 2017, have caused casualties and major damage mostly to buildings and architectural heritage of the Italian regions of Marche, Lazio, Abruzzo, and Umbria. The mainshock occurred on August 24th at 3:36 am (local time) with an epicenter close to Accumoli (Rieti province) and with a magnitude Mw= 6.2; it was followed, at 4.33 am, by an aftershock with an epicenter close to Norcia (Perugia province) and with a magnitude Mw= 5.5. -
Angevin Synoecisms in the Kingdom of Sicily in the 13Th and 14Th Centuries
CHAPITRE 11 Angevin synoecisms in the Kingdom of Sicily in the 13th and 14th Centuries ANDREA CASALBONI Sapienza University in Rome In Europe, the period between the 11th and the first half of the 14th century was a time of great economic and demographic growth. During this age, most of the continent’s countries experienced – within various degrees and under different names –the phenomenon of the development of “new towns”.1 Regarding Italy, the topic has prompted a prosperous branch of studies2 which mostly focuses on the communal movement – thus on the northern and central regions of the country. Indeed, the southern part has traditionally been considered apart because of acknowledged differences in its political structures, languages, and developments. Southern Italy in the late Middle Ages presented unique characteristics such as a pervasive diffusion of urban entities dating back to the Greek and Roman times, which left almost no space to new foundations during the Middle Ages, and the presence of the territorially largest state of the Peninsula, the Kingdom of Sicily. The northern frontier of the Kingdom, however, was quite different from the rest of the country: it was a mountainous region characterized by small settlements, royal fortresses and nobles’ consorterie,3 making it prone to rebellions and hard to defend when attacked (both occurred on multiple occasions in the 13th century). After the conquest of the Kingdom of Sicily by Charles I of Anjou in 1266, the Angevin kings ordered or authorized the construction/reconstruction of many towns in the region: the first ones, right after the battle of Benevento, were L’Aquila and Montereale (ca. -
Machine-Learning-Based High-Resolution Earthquake Catalog Reveals How Complex Fault Structures Were Activated During the 2016–2017 Central Italy Sequence
Machine-Learning-Based High-Resolution Earthquake Catalog Reveals How Complex Fault Structures Were Activated during the 2016–2017 Central Italy Sequence Yen Joe Tan*1 , Felix Waldhauser2 , William L. Ellsworth3 , Miao Zhang4 , Weiqiang Zhu3, Maddalena Michele5 , Lauro Chiaraluce5 , Gregory C. Beroza3 , and Margarita Segou6 Abstract The 2016–2017 central Italy seismic sequence occurred on an 80 km long normal-fault M system. The sequence initiated with the w 6.0 Amatrice event on 24 August 2016, fol- M M lowed by the w 5.9 Visso event on 26 October and the w 6.5 Norcia event on 30 October. We analyze continuous data from a dense network of 139 seismic stations to build a high-precision catalog of ∼900; 000 earthquakes spanning a 1 yr period, based on arrival times derived using a deep-neural-network-based picker. Our catalog contains an order of magnitude more events than the catalog routinely produced by the local earthquake monitoring agency. Aftershock activity reveals the geometry of complex fault structures activated during the earthquake sequence and provides additional insights into the potential factors controlling the development of the largest events. Activated fault Cite this article as Tan, Y. J., structures in the northern and southern regions appear complementary to faults activated Waldhauser, F., Ellsworth, W. L., Zhang, M., ’ during the 1997 Colfiorito and 2009 L Aquila sequences, suggesting that earthquake trig- Zhu, W., Michele, M., Chiaraluce, L., gering primarily occurs on critically stressed faults. Delineated major fault zones are rel- Beroza, G. C., and Segou, M. (2021). atively thick compared to estimated earthquake location uncertainties, and a large Machine-Learning-Based High-Resolution number of kilometer-long faults and diffuse seismicity were activated during the Earthquake Catalog Reveals How Complex Fault Structures Were Activated during the sequence.