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Newly created academic programs at Brazilian universities have provided the impetus for new archaeological projects in southeastern South America during the last two decades. The new data are changing our views on emergent social complexity, natural and human-induced transformation of the landscape, and transcontinental expansions and cultural interactions across the Río de la Plata basin during the Middle and Late Holocene. We concentrate on six major archaeological traditions/regions: the Sambaquis, the Pantanal, the Constructores de Cerritos, the Tupiguarani, the Southern Proto-Jê, and the middle and lower Paraná River. Diverse and autonomous complex developments exhibit distinct built landscapes in a region previously thought of as marginal compared with cultural developments in the Andes or Mesoamerica. The trajectories toward increased sociopolitical complexity flourished in very different and changing environmental conditions. While some groups were pushed to wetland areas during a drier mid-Holocene, others took advantage of the more humid Late Holocene climate to intensively manage Araucaria forests. The start of the second millennium AD was a critical period marked by an increased number of archaeological sites, the construction of ceremonial architecture, and the intensification of landscape transformation; it also was marked by the rapid expansion of influences from outside the La Plata basin. The Amazonian Tupiguarani and Arawak newcomers brought with them significant changes in technologies and social and political structures, as well as novel landscape management practices.  相似文献   
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ABSTRACT

This article presents a study on the out-of-plane response of two masonry structures without box behavior tested in a shaking table. Two numerical approaches were defined for the evaluation, namely macro-modeling and simplified micro-modeling. As a first step of this study, static nonlinear analyses were performed for the macro models in order to assess the out-of-plane response of masonry structures due to incremental loading. For these analyses, mesh size and material model dependency was discussed. Subsequently, dynamic nonlinear analyses with time integration were carried out, aiming at evaluating the collapse mechanism and at comparing it to the experimental response. Finally, nonlinear static and dynamic analyses were also performed for the simplified micro models. It was observed that these numerical techniques correctly simulate the in-plane response. The collapse mechanism of the stone masonry model is in good agreement with the experimental response. However, there are some inconsistencies regarding the out-of-plane behavior of the brick masonry model, which required further validation.  相似文献   
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ABSTRACT

Modeling unreinforced masonry walls, subjected to seismic loads applied normal to their plane, has received much attention in the past. Yet, there is a general lack of conformance with regard to what aspects of seismic response a computational model should reflect. Boundary conditions are certainly an important aspect, as the response can involve two-way bending or just one-way bending and, in the second case, along vertical or horizontal directions. In this respect, flexural restraint of wall intersections can be significant in addition to size and placement of openings. Moreover, in-plane damage can modify the boundary conditions and the overall out-of-plane performance. Proper modeling of actions is also relevant, as they can be a result of distortions imposed upon wall elements and/or inertial forces along the span of a wall. Axial forces can markedly affect the out-of-plane response of the wall, particularly vertical compressive forces, which can enhance out-of-plane strength. The outcome of static verifications can be more conservative than that of dynamic analyses, but the latter are much more complex to carry out. These topics are discussed with reference to previous research, observations in the field and in the laboratory, as well as numerical analyses on three-dimensional models.  相似文献   
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Here we present new excavation data from the urban site of Cerro Jazmín, Oaxaca, Mexico. Based on a comparative analysis of ceramic, faunal, botanical, and architectural evidence collected from a prominent city sector and a contemporary residence, we argue that feasting took place in the Sunken Patio Sector in the Late and Terminal Formative periods. Feasting strategies in an earlier occupation of the city sector employed a largely exclusionary strategy, giving way to a more corporate strategy in a later occupation. We take the findings from the Sunken Patio feasting complex as evidence of the formalization of Cerro Jazmin’s urban, regional role as a site of civic-ceremonial activity. Participation in this meaningful act of food consumption may have served to cement communal ties in a nascent urban society.  相似文献   
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ABSTRACT

Eric Bogle wrote No Man’s Land in 1975. When it was released as The Green Fields of France by Davey Arthur and the Fureys in 1979 the song topped the Irish charts, while as far away as Australia it was declared one ‘of the most striking musical essays yet written on the futility of war.’ Yet No Man’s Land has been associated with controversy too: branded a rebel song in Ulster during The Troubles, singled out by Tony Blair as a ‘peace anthem’ and prelude to the Good Friday Agreement in 1998, and controversially chosen by the Royal British Legion for the Poppy Day appeal in 2014. In addition to exploring the ‘complex relations between cultural and political history’ in Ireland, this article also looks at the making of the documentary film ‘Eric Bogle: Return to No Man’s Land’ (by Dan Frodsham) in which Bogle returned to the grave of Willie McBride on the 100th anniversary of the Battle of the Somme to recite his poem to the now famous Inniskilling. To Bogle’s surprise the grave had become a pilgrimage site for this, an entirely fictional, Irish martyr created then immortalized in his own composition written four decades earlier.  相似文献   
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ABSTRACT

The vulnerability of masonry infills within reinforced concrete (rc) frames under out-of-plane loading induced by earthquakes has been observed in several past earthquakes through severe damage and often total collapse. Although the infill panels are assumed as non-structural elements, their damage or collapse is not desirable, given the possible consequences in terms of human life losses and repair or reconstruction costs.

Therefore, it is important to gather better insight on the out-of-plane behavior of existing infills so that strengthening guidelines can be derived. In this scope, the main objective of this study is to analyze the out-of-plane experimental behavior of masonry infilled frames that are characteristic of Portuguese buildings and can be seen in other south European countries. In the experimental study carried out, different parameters affecting the out-of-plane response of infilled frames were considered, namely, workmanship, existence of openings and prior in-plane damage. The experimental program was designed to test six half-scale specimens. The out-of-plane loading was applied uniformly to the brick infills by means of an airbag to simulate the effect of earthquakes.  相似文献   
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