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71.
Alexandre A. Costa António Arêde Aníbal Costa Jo?o Guedes Bruno Silva 《Bulletin of Earthquake Engineering》2012,10(1):135-159
Stone masonry is one of the oldest building techniques used worldwide and it is known to exhibit poor behaviour under seismic
excitations. In this context, this work aims at assessing the in-plane behaviour of an existing double-leaf stone masonry
pier by experimental testing. Additionally, a detailed 3D finite element numerical analysis based on micro-modelling of the
original pier is presented (fully describing the geometry and division of each individual elements, namely infill, blocks
and joints) aiming at simulating the experimental test results. This numerical strategy can be seen as an alternative way
of analysing this type of constructions, particularly useful for laboratory studies, and suitable for the calibration of simplified
numerical models. As part of a wider research activity, this work is further complemented with the presentation of an effective
retrofit/strengthening technique (reinforced connected plaster) to achieve a significant improvement of its in-plane cyclic
response which is experimentally verified in the results presented herein. 相似文献
72.
Romeu Silva Vicente Hugo Rodrigues Humberto Varum Aníbal Costa Jos António Raimundo Mendes da Silva 《地震工程与工程振动(英文版)》2012,11(1):23-34
This paper discusses the issue of performance requirements and construction criteria for masonry enclosure and infill walls.Vertical building enclosures in European countries are very often constituted by non-load-bearing masonry walls, using horizontally perforated clay bricks.These walls are generally supported and confined by a reinforced concrete frame structure of columns and beams/slabs.Since these walls are commonly considered to be nonstructural elements and their influence on the structural response is ignored,their consideration in the design of structures as well as their connection to the adjacent structural elements is frequently negligent or insufficiently detailed.As a consequence,nonstructural elements,as for wall enclosures,are relatively sensitive to drift and acceleration demands when buildings are subjected to seismic actions. Many international standards and technical documents stress the need for design acceptability criteria for nonstructural elements,however they do not specifically indicate how to prevent collapse and severe cracking,and how to enhance the overall stability in the case of moderate to high seismic loading.Furthermore,a review of appropriate measures to improve enclosure wall performance and both in-plane and out-of-plane integrity under seismic actions is addressed. 相似文献
73.
BET_VH: exploring the influence of natural uncertainties on long-term hazard from tephra fallout at Campi Flegrei (Italy) 总被引:2,自引:0,他引:2
Jacopo Selva Antonio Costa Warner Marzocchi Laura Sandri 《Bulletin of Volcanology》2010,72(6):717-733
In this paper, we explore the effects of the intrinsic uncertainties upon long-term volcanic hazard by analyzing tephra fall
hazard at Campi Flegrei, Italy, using the BET_VH model described in Marzocchi et al. (Bull Volcanol, 2010). The results obtained show that volcanic hazard based on the weighted average of all possible eruptive settings (i.e. size
classes and vent locations) is significantly different from an analysis based on a single reference setting, as commonly used
in volcanic hazard practice. The long-term hazard map for tephra fall at Campi Flegrei obtained here accounts for a wide spectrum
of uncertainties which are usually neglected, largely reducing the bias intrinsically introduced by the choice of a specific
reference setting. We formally develop and apply a general method to recursively integrate simulations from different models
which have different characteristics in terms of spatial coverage, resolution and physical details. This outcome of simulations
will be eventually merged with field data through the use of the BET_VH model. 相似文献
74.
Diatom communities are influenced by environmental perturbations, such as the monsoon system that impact the niche opportunities of species. To discern the influence of the monsoon system on diatom community structure, we sampled during two consecutive post-monsoons (2001 and 2002) and the intervening pre-monsoon at Mumbai and Jawaharlal Nehru ports along the central west coast of India. Characteristic temporal shifts in diatom community structure were observed across the sampling periods; these were mainly driven by temperature, salinity and dissolved oxygen saturation. The nutrient-poor pre-monsoon period supported low abundance yet high species richness and diversity of diatoms. Coscinodiscus, Cyclotella, Thalassiosira, Triceratium, Pleurosigma, Skeletonema and Surirella were the most dominant genera. Both the post-monsoon periods, following dissimilar monsoon events, were dominated by Skeletonema costatum, but differed in some of the residual species. Thalassiosira and Thalassionema spp. dominated mostly during post-monsoon I whereas Triceratium and Pleurosigma spp. dominated during post-monsoon II. To understand the underlying ecological mechanisms involved in such dynamics, we focus on the dominant diatom species in post-monsoon periods, S. costatum, that contributes up to 60% to total diatom cell numbers. This research is relevant in light of the fluctuating monsoon regimes over the Asian continent, the confounding effects of anthropogenic eutrophication and the resulting cascading effects on trophic web dynamics. 相似文献
75.
Paola Morasca Marco Massa Enrica Laprocina Kevin Mayeda Scott Phillips Luca Malagnini Daniele Spallarossa Giovanni Costa Paolo Augliera 《Journal of Seismology》2010,14(4):727-738
A merged, high-quality waveform dataset from different seismic networks has been used to improve our understanding of lateral
seismic attenuation for Northern Italy. In a previous study on the same region, Morasca et al. (Bull Seismol Soc Am 98:1936–1946,
2008) were able to resolve only a small area due to limited data coverage. For this reason, the interpretation of the attenuation
anomalies was difficult given the complexity of the region and the poor resolution of the available data. In order to better
understand the lateral changes in the crustal structure and thickness of this region, we selected 770 earthquakes recorded
by 54 stations for a total of almost 16,000 waveforms derived from seismic networks operating totally or partially in Northern
Italy. Direct S-wave and coda attenuation images were obtained using an amplitude ratio technique that eliminates source terms
from the formulation. Both direct and early-coda amplitudes are used as input for the inversions, and the results are compared.
Results were obtained for various frequency bands ranging between 0.3 and 25.0 Hz and in all cases show significant improvement
with respect to the previous study since the resolved area has been extended and more crossing paths have been used to image
smaller scale anomalies. Quality-factor estimates are consistent with the regional tectonic structure exhibiting a general
trend of low attenuation under the Po Plain basin and higher values for the Western Alps and Northern Apennines. The interpretation
of the results for the Eastern Alps is not simple, possibly because our resolution for this area is still not adequate to
resolve small-scale structures. 相似文献
76.
77.
78.
Experimental investigation on the seismic performance of masonry buildings using shaking table testing 总被引:1,自引:1,他引:0
Paulo B. Lourenço Leonardo Avila Graça Vasconcelos J.Pedro Pedro Alves Nuno Mendes Alfredo C. Costa 《Bulletin of Earthquake Engineering》2013,11(4):1157-1190
Masonry buildings worldwide exhibited severe damage and collapse in recent strong earthquake events. It is known that their brittle behavior, which is mainly due to the combination of low tensile strength, large mass and insufficient connection between structural elements, is the main limitation for their structural implementation in residential buildings. A new construction system for masonry buildings using concrete blocks units and trussed reinforcement is presented here and its seismic behavior is validated through shaking table tests. Dynamic tests of two geometrically identical two-story reduced scale (1:2) models have been carried out, considering artificial accelerograms compatible with the elastic response spectrum defined by the Eurocode 8. The first model was reinforced with the new proposed system while the second model was built with unreinforced masonry. The experimental analysis encompasses local and global parameters such as cracking patterns, failure mechanisms, and in-plane and out-of-plane behavior in terms of displacements and lateral drifts from where the global dynamic behavior of the two buildings is analyzed comparatively. Finally, behavior factors for the design recommendations in case of unreinforced masonry are also evaluated. 相似文献
79.
Maren Kahl Sumit Chakraborty Fidel Costa Massimo Pompilio Marco Liuzzo Marco Viccaro 《Bulletin of Volcanology》2013,75(2):1-14
One of the major objectives of volcanology remains relating variations in surface monitoring signals to the magmatic processes at depth that cause these variations. We present a method that enables compositional and temporal information stored in zoning of minerals (olivine in this case) to be linked to observations of real-time degassing data. The integrated record may reveal details of the dynamics of gradual evolution of a plumbing system during eruption. We illustrate our approach using the 2006 summit eruptive episodes of Mt. Etna. We find that the history tracked by olivine crystals, and hence, most likely the magma pathways within the shallow plumbing system of Mt. Etna, differed considerably between the July and October eruptions. The compositional and temporal record preserved in the olivine zoning patterns reveal two mafic recharge events within months of each other (June and September 2006), and each of these magma supplies may have triggered the initiation of different eruptive cycles (July 14–24 and August 31–December 14). Correlation of these observations with gas monitoring data shows that the systematic rise of the CO2/SO2 gas values is associated with the gradual (pre- and syn-eruptive) supply of batches of gas-rich mafic magma into segments of Etna’s shallow plumbing system, where mixing with pre-existing and more evolved magma occurred. 相似文献
80.
New pollen, micro-charcoal, sediment and mineral analyses of a radiocarbon-dated sediment core from the Serra Sul dos Carajás (southeast Amazonia) indicate changes between drier and wetter climatic conditions during the past 25,000 yr, reflected by fire events, expansion of savanna vegetation and no-analog Amazonian forest communities. A cool and dry last glacial maximum (LGM) and late glacial were followed by a wet phase in the early Holocene lasting for ca. 1200 yr, when tropical forest occurred under stable humid conditions. Subsequently, an increasingly warm, seasonal climate established. The onset of seasonality falls within the early Holocene warm period, with possibly longer dry seasons from 10,200 to 3400 cal yr BP, and an explicitly drier phase from 9000 to 3700 cal yr BP. Modern conditions with shorter dry seasons became established after 3400 cal yr BP. Taken together with paleoenvironmental evidence from elsewhere in the Amazon Basin, the observed changes in late Pleistocene and Holocene vegetation in the Serra Sul dos Carajás likely reflect large-scale shifts in precipitation patterns driven by the latitudinal displacement of the Inter-Tropical Convergence Zone and changes in sea-surface temperatures in the tropical Atlantic. 相似文献