Seismic damage accumulation in multiple mainshock–aftershock sequences     

Iunio Iervolino  Eugenio Chioccarelli  Akiko Suzuki 《地震工程与结构动力学》2020,49(10):1007-1027

Earthquakes are generally clustered, both in time and space. Conventionally, each cluster is made of foreshocks, the mainshock, and aftershocks. Seismic damage can possibly accumulate because of the effects of multiple earthquakes in one cluster and/or because the structure is unrepaired between different clusters. Typically, the performance-based earthquake engineering (PBEE) framework neglects seismic damage accumulation. This is because (i) probabilistic seismic hazard analysis (PSHA) only refers to mainshocks and (ii) classical fragility curves represent the failure probability in one event, of given intensity, only. However, for life cycle assessment, it can be necessary to account for the build-up of seismic losses because of damage in multiple events. It has been already demonstrated that a Markovian model (i.e., a Markov chain), accounting for damage accumulation in multiple mainshocks, can be calibrated by maintaining PSHA from the classical PBEE framework and replacing structural fragility with a set of state-dependent fragility curves. In fact, the Markov chain also works when damage accumulates in multiple aftershocks from a single mainshock of known magnitude and location, if aftershock PSHA replaces classical PSHA. Herein, this model is extended further, developing a Markovian model that accounts, at the same time, for damage accumulation: (i) within any mainshock–aftershock seismic sequence and (ii) among multiple sequences. The model is illustrated through applications to a series of six-story reinforced concrete moment-resisting frame buildings designed for three sites with different seismic hazard levels in Italy. The time-variant reliability assessment results are compared with the classical PBEE approach and the accumulation model that only considers mainshocks, so as to address the relevance of aftershocks for life cycle assessment.  相似文献   

Neglected basement ductile deformation in balanced-section restoration: An example from the Central Southern Alps (Northern Italy)     

Eugenio Carminati 《Tectonophysics》2009,463(1-4):161-166

In the construction of balanced sections through thick-skinned belts, basement bodies are frequently assumed to be rigid and internally undeformed (with the exception of regional scale fault-bend-folding) and only backstripping of thrust faults is performed during their retrodeformation, possibly leading to underestimations of the regional shortening. This simplifying assumption is generally made because reliable information on internal strain in basement is lacking and the sedimentary cover of the internal parts of thrust belts has been removed by erosion.In a basement exposure in the eastern Orobic Alps, Alpine-age ductile structures (mainly chevron to sub-isoclinal folds rarely associated with cleavage formation) were recognized on the basis of overprinting criteria, folding style and fabric orientation and their areal distribution was determined by foliation trace mapping. Although unevenly distributed in different lithologies, ductile deformation is considerable (average shortening is 47%). Neglecting such internal strain during construction of balanced sections leads, for this area, to an underestimation of at least 10%, but could be more than 40% if the observed basement shortening is extrapolated to other basement-involved thrust bodies across the entire width of the deformed belt.It is concluded that detailed structural studies of the basement, for example those using a foliation trace mapping technique, are necessary to define the internal strain of basement bodies so that the shortening of thick-skinned belts can be more accurately calculated.  相似文献   

Quartz <Emphasis Type="Italic">c</Emphasis>-axis texture mapping of mylonitic metapelite with rod structures (Calabria,southern Italy): Clues for hidden shear flow direction     

Eugenio Fazio  Rosalda Punturo  Rosolino Cirrincione 《Journal of the Geological Society of India》2010,75(1):171-182

This quantitative microstructural study deals with textures of quartz domains within a mylonitized metapelite collected near a thrust surface corresponding to the tectonic contact between two metamorphic units, which crop out in the Aspromonte Massif, southern Calabria (Italy). The sample investigated lacks a mesoscopic stretching lineation. Therefore, quartz c-axis fabrics were investigated in two mutually orthogonal thin sections (a) parallel to the quartz rod lineation and perpendicular to the foliation (YZ plane) and (b) perpendicular to the quartz rods and perpendicular to the foliation (XZ plane); the data were generated using classical (manual measurements of quartz c-axis using U-stage) and modern methods (Computer Integrated Polarization microscopy). Both these sections show oblique foliations at ca. 40° from the main shear plane, implying that the actual X direction (stretching lineation that is absent on the mesoscopic scale) must lie between these two sections. Quartz c-axis data from the YZ section when rotated by 90° are similar with those from the XZ section. Hence, the data from the two sections are merged. These data when rotated by an angle of 50° from the direction of quartz rod lineation, gives an asymmetrical pattern indicating top-to-the-North sense of shear. This was confirmed by investigating quartz c-axis patterns in a section striking NS and perpendicular to the foliation. Based on the study it is thus concluded that this method can be used to do kinematic analysis in rocks that are devoid of stretching lineations. Apart from the above, the advantages and disadvantages of the classical and modern methods of quartz c-axis analysis are discussed.  相似文献   

A FIC‐based stabilized mixed finite element method with equal order interpolation for solid–pore fluid interaction problems          下载免费PDF全文

Ignasi de‐Pouplana  Eugenio Oñate 《国际地质力学数值与分析法杂志》2017,41(1):110-134

A new mixed displacement‐pressure element for solving solid–pore fluid interaction problems is presented. In the resulting coupled system of equations, the balance of momentum equation remains unaltered, while the mass balance equation for the pore fluid is stabilized with the inclusion of higher‐order terms multiplied by arbitrary dimensions in space, following the finite calculus (FIC) procedure. The stabilized FIC‐FEM formulation can be applied to any kind of interpolation for the displacements and the pressure, but in this work, we have used linear elements of equal order interpolation for both set of unknowns. Examples in 2D and 3D are presented to illustrate the accuracy of the stabilized formulation for solid–pore fluid interaction problems. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Engineering design earthquakes from multimodal hazard disaggregation     

Iunio Iervolino  Eugenio Chioccarelli  Vincenzo Convertito 《Soil Dynamics and Earthquake Engineering》2011

To define reference structural actions, engineers practicing earthquake resistant design are required by codes to account for ground motion likely to threaten the site of interest and also for pertinent seismic source features. In most of the cases, while the former issue is addressed assigning a mandatory design response spectrum, the latter is left unsolved. However, in the case that the design spectrum is derived from probabilistic seismic hazard analysis, disaggregation may be helpful, allowing to identify the earthquakes having the largest contribution to the hazard for the spectral ordinates of interest. Such information may also be useful to engineers in better defining the design scenario for the structure, e.g., in record selection for nonlinear seismic structural analysis. On the other hand, disaggregation results change with the spectral ordinate and return period, and more than a single event may dominate the hazard, especially if multiple sources affect the hazard at the site. This work discusses identification of engineering design earthquakes referring, as an example, to the Italian case. The considered hazard refers to the exceedance of peak ground acceleration and 1s spectral acceleration with four return periods between 50 and 2475 year. It is discussed how, for most of the Italian sites, more than a design earthquake exists, because of the modeling of seismic sources. Furthermore, it is explained how and why these change with the limit state and the dynamic properties of the structure. Finally, it is illustrated how these concepts may be easily included in engineering practice complementing design hazard maps and effectively enhancing definition of design seismic actions with relatively small effort.  相似文献   

Estimation of Basin-Wide Recharge Rates Using Spring Flow, Precipitation, and Temperature Data   总被引：1，自引：0，他引：1  

Eugenio Sanz Pérez 《Ground water》1997,35(6):1058-1065

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http://www.sciencedirect.com/science/article/pii/S1674987114000231     

Carlo Doglioni  Eugenio Carminati  Mattia Crespi  Marco Cuffaro  Mattia Penati  Federica Riguzzi 《地学前缘(英文版)》2015,6(3):401-418

The possibility of a net rotation of the lithosphere with respect to the mantle is generally overlooked since it depends on the adopted mantle reference frames,which are arbitrary.We review the geological and geophysical signatures of plate boundaries,and show that they are markedly asymmetric worldwide.Then we compare available reference frames of plate motions relative to the mantle and discuss which is at best able to fit global tectonic data.Different assumptions about the depths of hotspot sources(below or within the asthenosphere,which decouples the lithosphere from the deep mantle) predict different rates of net rotation of the lithosphere relative to the mantle.The widely used no-net-rotation(NNR) reference frame,and low(0.2°-0.4° /Ma) net rotation rates(deep hotspots source) predict an average net rotation in which some plates move eastward relative to the mantle(e.g.,Nazca).With fast(1° /Ma) net rotation(shallow hotspots source),all plates,albeit at different velocity,move westerly along a curved trajectory,with a tectonic equator tilted about 30° relative to the geographic equator.This is consistent with the observed global tectonic asymmetries.  相似文献   

A study on the effects of seismicity on subsidence in foreland basins: An application to the Venice area   总被引：1，自引：0，他引：1  

Eugenio Carminati  Silvia Enzi  Dario Camuffo 《Global and Planetary Change》2007,55(4):237-250

Foreland basins are flat elongated areas occurring along subduction and collision zones worldwide. We show that, in such basins, subsidence can be induced by earthquakes generated along bordering thrust faults due to coseismic displacement, postseismic displacement and liquefaction-induced compaction.As an example, the potential effects of earthquakes on the subsidence of Venice, which is located in the Po Plain foreland basin, are discussed. It is generally assumed that natural subsidence of Venice is continuous and that subsidence rates are rather constant through time. However, catastrophic pulses of subsidence cannot be ruled out as taught by the sudden disappearance of the island of Malamocco at the beginning of the XII century.The results of numerical models specifically run suggest that the risk of subsidence accelerations in Venice due to coseismic displacements is negligible. Modelling results from literature suggest that postseismic subsidence could be of the order of 1 cm. Although the effects of a single event should be improbably detectable, such a subsidence is not a priori negligible considering the number of seismogenic sources located within 100 km from the town.Historical sources are utilized to discuss the feasibility of liquefaction-induced subsidence in Venice. It is shown that the destruction and sinking of ancient Malamocco is roughly coincident with a strong earthquake cycle that was associated to phenomena that can be explained with liquefaction of sandy layers. Although the historical documents do not permit to establish a clear causal link between the earthquake and land subsidence, it is concluded that liquefaction-induced subsidence cannot be ruled out as a potential source for local subsidence acceleration.  相似文献   

Coupled use of carbon isotopes and noble gas isotopes in the Potiguar basin (Brazil): Fluids migration and mantle influence   总被引：1，自引：0，他引：1  

Alain Prinzhofer  Eugenio Vaz Dos Santos Neto  Anne Battani 《Marine and Petroleum Geology》2010

We used the carbon isotope ratios of hydrocarbons and CO₂, and the proportions of noble gas isotopes of associated gases from several geological provinces of the Potiguar Basin (Brazil) for gas/source rock correlation, and to determine maturity, post-genetic processes (migration, leakage, biodegradation), and to assess the possible interactions between hydrocarbons and surrounding waters. Barriers of permeability at the basin scale, the amount of water interacting with the accumulated hydrocarbons, proportion of meteoric water, and contamination of the fluids by the mantle were quantified for the distinct petroleum systems defined in this basin.  相似文献   

Coupling of microwaves at a selected solar active centre     

Eugenio Scalise Jr.  Pierre Kaufmann 《Solar physics》1974,34(1):189-191

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