Stochastic ground motion simulation with geological site effects in damage asessment

Damage assessment of structures with a mechanical non linear model demands the representation of seismic action in terms of an accelerogram (dynamic analysis) or a response spectrum (pushover analysis). Stochastic ground motion simulation is largely used in regions where seismic strong-motion records are available in insufficient number. In this work we present a variation of the stochastic finite-fault method with dynamic corner frequency that includes the geological site effects. The method was implemented in a computer program named SIMULSIS that generate time series (accelerograms) and response spectra. The program was tested with the MW= 7.3 Landers earthquake (June 28, 1992) and managed to reproduce its effects. In the present work we used it to reproduce the effects of the 1980’s Azores earthquake (January 1, 1980) in several islands, with different possible local site conditions. In those places, the response spectra are presented and compared with the buildings damage observed.

Prediction of the solar radiation using RBF neural networks and ground-to-sky images

In this study, Artificial Neural Networks are applied to multistep long term solar radiation prediction. The networks are trained as one-step-ahead predictors and iterated over time to obtain multi-step longer term predictions. Auto-regressive and Auto-regressive with exogenous inputs solar radiationmodels are compared, considering cloudiness indices as inputs in the latter case. These indices are obtained through pixel classification of ground-to-sky images. The input-output structure of the neural network models is selected using evolutionary computation methods.

Vindicating Analyticity: Critical notice of Truth in Virtue of Meaning, by Gillian Russell

European Community's Seventh Framework Programme FP7/2007-2013 under grant agreement no. 238128

The Glasgow 2014 XX Commonwealth Games and Scottish Independence: “Political Truce” or Political Truth(s)?

This paper explores the political reaction to Lord McConnell’s appeal for a political ‘truce’ in the form of a temporary halt to campaigning by all political parties and organisations involved in the debate regarding the Scottish independence referendum during the Glasgow 2014 Commonwealth Games (BBC, 2014; McConnell, 2014). Urging both sides of the debate to cease campaigning for the two-week period of the Glasgow 2014 games, the current Labour peer and past First Minister of the Scottish Parliament cited concerns that there are “genuine concerns that the Games, and the image of Scotland, could be damaged by attempts by either side – for and against – to use the Games to promote their cause, or to use the venues for campaigning” (McConnell, 2014). Drawing upon the principles of both a critical discourse and a narrative analysis methodological approach, this paper will scrutinise the nature of the political reactions to McConnell’s proposal from a variety of perspectives on both sides of the independence referendum debate. In particular, the emphasis in the responses from both sides of the debate regarding the apolitical nature of the 2014 Games will be critiqued, drawing upon the arguments of past analyses of sporting mega-events which highlight the potential for political exploitation of such events by the host nations (e.g. Horne, 2007; Grix, 2012; Houlihan and Giulianotti, 2012; Roche, 2006). Furthermore, the findings of academic research on the political implications of hosting the Commonwealth Games will be considered (e.g. Majumdar and Mehta, 2010; Van Der Westhuizen, 2004; Macintosh and Greenhorn, 1992; Majumdar, 2011; Lockstone and Baum, 2010; Macfarlane and Herd, 1986), highlighting a number of precedents which demonstrate the numerous challenges faced in any attempts to the keep the 2014 Games free from political influence.

Imaginative Mislocation: Hiroshima’s Genbaku Dome, Ground Zero of the Twentieth Century

The controversy that erupted in March over the publication of Charles Pellegrino’s account of the atomic bombings of Japan, The Last Train from Hiroshima, suggests that the historical legacy of the first military use of atomic weaponry is still fiercely contested in the USA. The spat is merely the latest conflict in a long war over the significance of the bombings, which resurfaces with each new book, exhibition or programme that appears. When the ruins of the Genbaku (Atomic Bomb) Dome – formerly the Hiroshima Prefectural Commercial Exhibition Hall – were nominated as a UNESCO World Heritage Site in 1995, the United States objected on the basis of concerns over a ‘lack of historical perspective’, arguing that the ‘events antecedent to the United States’ use of atomic weapons to end World War II are key to understanding the tragedy of Hiroshima’. The appeal to historical facts by both US diplomats and, more recently, military veterans contrasts with the dehistoricized emphasis of other Western cultural responses to Hiroshima. But what both kinds of reception share is an occlusion of the prehistory of capitalist liberalism, colonialism and imperialism which produces Japanese modernity,a prehistory which is itself built into the Genbaku Dome’s concrete structure, and an afterlife of nuclear pacification which produces the global context of terrorism as the continuation of war by other means.

From the high ground to the swamp: A model for immersive journalism research

This article examines a reflexive, praxis-based methodology for conducting journalism research from a practitioner-academic perspective. Journalism research methods that are interactive, iterative and which rest on a dynamic communicative partnership between academics and practitioners, offer the best way for understanding change in our dynamic field. This permits the researcher to coalesce and strengthen their identity as a practitioner-academic and develop research projects that are mutually beneficial for advancing scholarship and practice. Drawing on reflexive methodologies in the human sciences, such as hermeneutics, cybernetics and constructivism, this article envisions an immersive approach embracing phenomenology and Gestalt as a fully reflexive method of data collection.

Role of the wider Azores region as a nursery ground for North Atlantic blue shark (Prionace glauca)

Tese de Doutoramento, Ciências do Mar (Ecologia Marinha)

Ecologia alimentar e biometria de duas espécies de raias de espinho dos Açores : uma análise ecológica e perspetiva para turismo subaquático

Dissertação de Mestrado em Gestão e Conservação da Natureza.

Ground reaction forces and plantar pressure distribution during occasional loaded gait

This study compared the ground reaction forces (GRF) and plantar pressures between unloaded and occasional loaded gait. The GRF and plantar pressures of 60 participants were recorded during unloaded gait and occasional loaded gait (wearing a backpack that raised their body mass index to 30); this load criterion was adopted because is considered potentially harmful in permanent loaded gait (obese people). The results indicate an overall increase (absolute values) of GRF and plantar pressures during occasional loaded gait (p < 0.05); also, higher normalized (by total weight) values in the medial midfoot and toes, and lower values in the lateral rearfoot region were observed. During loaded gait the magnitude of the vertical GRF (impact and thrust maximum) decreased and the shear forces increased more than did the proportion of the load (normalized values). These data suggest a different pattern of GRF and plantar pressure distribution during occasional loaded compared to unloaded gait.

In-shoe plantar pressures and ground reaction forces during overweight adults' overground walking

Purpose: Because walking is highly recommended for prevention and treatment of obesity and some of its biomechanical aspects are not clearly understood for overweight people, we compared the absolute and normalized ground reaction forces (GRF), plantar pressures, and temporal parameters of normal-weight and overweight participants during overground walking. Method: A force plate and an in-shoe pressure system were used to record GRF, plantar pressures (foot divided in 10 regions), and temporal parameters of 17 overweight adults and 17 gender-matched normal-weight adults while walking. Results: With high effect sizes, the overweight participants showed higher absolute medial-lateral and vertical GRF and pressure peaks in the central rearfoot, lateral midfoot, and lateral and central forefoot. However, analyzing normalized (scaled to body weight) data, the overweight participants showed lower vertical and anterior-posterior GRF and lower pressure peaks in the medial rearfoot and hallux, but the lateral forefoot peaks continued to be greater compared with normal-weight participants. Time of occurrence of medial-lateral GRF and pressure peaks in the midfoot occurred later in overweight individuals. Conclusions: The overweight participants adapted their gait pattern to minimize the consequences of the higher vertical and propulsive GRF in their musculoskeletal system. However, they were not able to improve their balance as indicated by medial-lateral GRF. The overweight participants showed higher absolute pressure peaks in 4 out of 10 foot regions. Furthermore, the normalized data suggest that the lateral forefoot in overweight adults was loaded more than the proportion of their extra weight, while the hallux and medial rearfoot were seemingly protected.

TIGRE - An autonomous ground robot for outdoor exploration

13th International Conference on Autonomous Robot Systems (Robotica), 2013

The influence of gait cadence on the ground reaction forces and plantar pressures during load carriage of young adults

Biomechanical gait parameters—ground reaction forces (GRFs) and plantar pressures—during load carriage of young adults were compared at a low gait cadence and a high gait cadence. Differences between load carriage and normal walking during both gait cadences were also assessed. A force plate and an in-shoe plantar pressure system were used to assess 60 adults while they were walking either normally (unloaded condition) or wearing a backpack (loaded condition) at low (70 steps per minute) and high gait cadences (120 steps per minute). GRF and plantar pressure peaks were scaled to body weight (or body weight plus backpack weight). With medium to high effect sizes we found greater anterior-posterior and vertical GRFs and greater plantar pressure peaks in the rearfoot, forefoot and hallux when the participants walked carrying a backpack at high gait cadences compared to walking at low gait cadences. Differences between loaded and unloaded conditions in both gait cadences were also observed.

Evaluation of Bond Retainage in Portland Cement Concrete Overlays Using Infrared Thermography and Ground Penetrating Radar, HR-537, Final Report, 1989

When concrete deterioration begins to occur in highway pavement, repairs become necessary to assure the rider safety, extend its useful life and restore its riding qualities. One rehabilitation technique used to restore the pavement to acceptable highway standards is to apply a thin portland cement concrete (PCC) overlay to the existing pavement. First, any necessary repairs are made to the existing pavement, the surface is then prepared, and the PCC overlay is applied. Brice Petrides-Donohue, Inc. (Donohue) was retained by the Iowa Department of Transportation (IDOT) to evaluate the present condition with respect to debonding of the PCC overlay at fifteen sites on Interstate 80 and State Highway 141 throughout the State of Iowa. This was accomplished by conducting an infrared thermographic and ground penetrating radar survey of these sites which were selected by the Iowa Department of Transportation. The fifteen selected sites were all two lanes wide and one-tenth of a mile long, for a total of three lane miles or 190,080 square feet. The selected sites are as follows: On Interstate 80 Eastbound, from milepost 35.25 to 35.35, milepost 36.00 to 36.10, milepost 37.00 to 37.10, milepost 38.00 to 38.10 and milepost 39.00 to 39.10, on State Highway 141 from milepost 134.00 to 134.10, milepost 134.90 to milepost 135.00, milepost 135.90 to 136.00, milepost 137.00 to 137.10 and milepost 138.00 to 138.10, and on Interstate 80 Westbound from milepost 184.00 to 184.10, milepost 185.00 to 185.10, milepost 186.00 to 186.10, milepost 187.00 to 187.10, and from milepost 188.00 to 188.10.