Fragility functions and floor spectra of RC masonry infilled frames: influence of mechanical properties of masonry infills     

Gianni Blasi  Daniele Perrone  Maria Antonietta Aiello 《Bulletin of Earthquake Engineering》2018,16(12):6105-6130

A wide number of experimental studies conducted in latest years pointed out the high influence of the mechanical properties of masonry units and mortar bed joints on lateral strength and stiffness of masonry panels. This feature significantly modifies the global response of infilled frames under seismic actions as well as the local interaction phenomena. Despite a wide investigation on the influence of the infills on global behaviour of reinforced concrete (RC) frames has already been provided, different features characterizing the seismic performances of buildings suggest the need of accurately evaluating local interaction phenomena as well as the influence of the panel on specific and relevant aspects, as the accelerations transferred to non-structural components. This study provides a parametrical analysis of the influence of shear strength and elastic modulus of masonry infills on the seismic behaviour of RC frames originally designed for gravity loads. Regular buildings with different height were analysed using the Incremental Dynamic Analysis in order to provide fragility curves, investigate on the collapse mechanisms and define the floor spectra depending on the properties of the infills. Results obtained pointed out the high influence of the considered parameters on the fragility of existing RC frames, often characterized by inadequate transversal reinforcement of columns, which may lead to brittle failure due to the interaction with the infills. Floor response spectra are also significantly affected by the influence of masonry infills both in terms of shape and maximum spectral accelerations. Lastly, on the basis of the observed failure mechanisms, a parameter defining the ductility of the frames depending on the properties of the infills was also provided (Capacity Design Factor). The correlation between the mechanical properties of the infills and this parameter suggests its reliability in the simplified vulnerability analysis of existing buildings as well as for the design of new buildings.  相似文献   

Conceptualization and Calibration of Anisotropic Alluvial Systems: Pitfalls and Biases     

Guillaume Gianni  John Doherty  Philip Brunner 《Ground water》2019,57(3):409-419

Physical properties of alluvial environments typically feature a high degree of anisotropy and are characterized by dynamic interactions between the surface and the subsurface. Hydrogeological models are often calibrated under the assumptions of isotropic hydraulic conductivity fields and steady-state conditions. We aim at understanding how these simplifications affect predictions of the water table using physically based models and advanced calibration and uncertainty analysis approaches based on singular value decomposition and Bayesian analysis. Specifically, we present an analysis of the information content provided by steady-state hydraulic data compared to transient data with respect to the estimation of aquifer and riverbed hydraulic properties. We show that assuming isotropy or fixed anisotropy may generate biases both in the estimation of aquifer and riverbed parameters as well as in the predictive uncertainty of the water table. We further demonstrate that the information content provided by steady-state hydraulic heads is insufficient to jointly estimate the aquifer anisotropy together with the aquifer and riverbed hydraulic conductivities and that transient data can help to reduce the predictive uncertainty to a greater extent. The outcomes of the synthetic analysis are applied to the calibration of a dynamic and anisotropic alluvial aquifer in Switzerland (The Rhône River). The results of the synthetic and real world modeling and calibration exercises documented herein provide insight on future data acquisition as well as modeling and calibration strategies for these environments. They also provide an incentive for evaluation and estimation of commonly made simplifying assumptions in order to prevent underestimation of the predictive uncertainty.  相似文献   

The role of structural inheritance in continental break-up and exhumation of Alpine Tethyan mantle(Canavese Zone,Western Alps)     

Andrea Festa  Gianni Balestro  Alessandro Borghi  Sara De Caroli  Andrea Succo 《地学前缘(英文版)》2020,11(1):167-188

The Canavese Zone(CZ)in the Western Alps represents the remnant of the distal passive margin of the Adria microplate,which was stretched and thinned during the Jurassic opening of the Alpine Tethys.Through detailed geological mapping,stratigraphic and structural analyses,we document that the continental break-up of Pangea and tectonic dismemberment of the Adria distal margin,up to mantle rocks exhumation and oceanization,did not simply result from the syn-rift Jurassic extension but was strongly favored by older structu ral inheritances(the Proto-Canavese Shear Zone),which controlled earlier lithospheric weakness.Our findings allowed to redefine in detail(i)the tectono-stratigraphic setting of the Variscan metamorphic basement and the Late Carbonife rous to Early Cretaceous CZ succession,(ii)the role played by inherited Late Carboniferous to Early Triassic structures and(iii)the significance of the CZ in the geodynamic evolution of the Alpine Tethys.The large amount of extensional displacement and crustal thinning occurred during different pulses of Late Carbonife rous-Early Triassic strike-slip tectonics is wellconsistent with the role played by long-lived regional-scale wrench faults(e.g.,the East-Variscan Shear Zone),suggesting a re-discussion of models of mantle exhumation driven by low-angle detachment faults as unique efficient mechanism in stretching and thinning continental crust.  相似文献   

Oxygen-isotope variations in sulfate ions in the water of some Italian lakes     

Gianni Cortecci 《Geochimica et cosmochimica acta》1973,37(6):1531-1542

The results obtained by measuring the sulfate content and its $\text{O}{}^{18}\text{O}{}^{16}$ ratios through time in some volcanic, tectonic and dam Italian lakes are reported here. The variations with time of the oxygen isotopic composition of the lake waters are also reported. The measurements refer mainly to surface water; however, a few deep samples were also studied.In the case of all the lakes examined, the variations with time of the oxygen isotopic composition and of the concentration of the dissolved sulfate cannot be explained in terms of the addition and of seasonal variations of the O¹⁸ content of rainwater sulfate. Biological redox processes involving bacterial reduction of sulfate and sulfide oxidation can reasonably account for the results obtained.According to Lloyd (1967), when sulfate is formed by bacterial sulfide oxidation, 68 per cent of the sulfate oxygen is water oxygen, while 32 per cent is dissolved molecular oxygen. The isotopic enrichment of the dissolved molecular oxygen in the lake waters relative to the isotope content of the atmospheric oxygen is mainly related to the biological activity in the waters.Assuming that a stagnation period takes place during summer and fall while a period of strong bio-respiratory activity takes place during winter and spring, it follows that a small isotope fractionation effect on molecular dissolved oxygen can be expected during stagnation while a high isotope fractionation can be expected during winter and spring. The O¹⁸ content of the sulfate dissolved in volcanic and tectonic lakes varies according to this hypothesis. The fact that similar O¹⁸ contents of the dissolved sulfate are or are not found in the same period of different years is probably related to similarities or differences in the climatic conditions.The bio-physical behaviour of the Corbara dam lake is different from that of other lakes. However, because of the continuous feeding by the Tiber River, variations of the sulfate concentration and its oxygen isotopic composition can be caused by the contribution of polluted water.  相似文献   

The Crati Submarine Fan,Ionian Sea     

Franco Ricci Lucchi  Albina Colella  Gianni Gabbianelli  Sergio Rossi  William R. Normark 《Geo-Marine Letters》1983,3(2-4):71-77

The Crati Fan is located in the tectonically active submerged extension of the Apennines chain and foretrough. The small fan system is growing in a relatively shallow (200 to 450 m), elongate nearshore basin receiving abundant input from the Crati River. The fan is characterized by a short, steep, channelized section (inner or upper fan) and a smooth, slightly bulging distal section (outer or lower fan). The numerous subparallel channels head in the shelf or littoral zone and do not form branching distributary patterns. Sand and mud depositional lobes of the outer fan stretch over more than 60% of fan length.  相似文献   

The Serchio River catchment,northern Tuscany: Geochemistry of stream waters and sediments,and isotopic composition of dissolved sulfate     

Gianni Cortecci  Enrico Dinelli  Tiziano Boschetti  Paola Arbizzani  Loredana Pompilio  Mario Mussi 《Applied Geochemistry》2008

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Magnetic and microwave structure in solar active regions     

Marcello Felli  Giannina Poletto  Gianni Tofani 《Solar physics》1977,51(1):65-81

The structure of six active regions observed at 2.8 cm with the Stanford interferometer is compared with the configuration of the underlying photospheric magnetic fields, as given by the Kitt Peak magnetograph.The similar resolution and accuracy on the measured positions of both instruments allowed us to establish a more detailed spatial correspondence between radio and magnetic features than previously reached.The radio features which correspond to the cores of the active sources are always found to overlay regions of enhanced magnetic fields. Different spatial associations have been found depending on the brightness temperature of the sources. The possibility that this effect might be due to the development of the active region is also considered.  相似文献   

Numerical simulation of round robin numerical test on tunnels using a simplified kinematic hardening model   总被引：1，自引：0，他引：1  

Grigorios Tsinidis  Kyriazis Pitilakis  Areti Despina Trikalioti 《Acta Geotechnica》2014,9(4):641-659

The paper summarizes the numerical simulation of the round robin numerical test on tunnels performed in Aristotle University of Thessaloniki. The main issues of the numerical simulation are presented along with representative comparisons of the computed response with the recorded data. For the simulation, the finite element method is implemented, using ABAQUS. The analyses are performed on prototype-scale models under plane strain conditions. While the tunnel behavior is assumed to be elastic, the soil nonlinear behavior during shaking is modeled using a simplified kinematic hardening model combined with a von Mises failure criterion and an associated plastic flow rule. The model parameters are adequately calibrated using available laboratory test results for the specific fraction of sand. The soil–tunnel interface is also accounted and simulated adequately. The effect of the interface friction on the tunnel response is investigated for one test case, as this parameter seems to affect significantly the tunnel lining axial forces. Finally, the internal forces of the tunnel lining are also evaluated with available closed-form solutions, usually used in the preliminary stages of design and compared with the experimental data and the numerical predictions. The numerical analyses can generally reproduce reasonably well the recorded response. Any differences between the experimental data and the numerical results are mainly attributed to the simplification of the used model and to differences between the assumed and the actual mechanical properties of the soil and the tunnel during the test.  相似文献