Mourning the Un-mournable? Political Theology Between Refugees and Religion

Since the arrival, or the attempted arrival, of millions of refugees in Europe, the performances of the Center for Political Beauty – a Berlin-based collective of artists and activists – have had a huge impact on public and political debates about Germany's migration policies. In this paper, I analyze the performance “The Dead Are Coming” in which the artists buried refugees who drowned in their attempt to enter the European Union. Drawing on Judith Butler's political philosophy of performativity, I assess “The Dead Are Coming” as a “doing” rather than a “describing” of dignity. I argue that the integration of God into the practices of mourning enables both the activists and the audience to resist the differential distribution of dignity in Europe's migration policy. Ultimately, I advocate a re-thinking of political theology in which art learns from theology and theology learns from art in order to promote dignity under de-dignifying conditions.     

不同类型传统村落脆弱性比较研究

以湘南地区作为研究单元,多元化获取数据,运用“敏感-暴露-适应”分析框架和数理模型评价法对3种类型、6个村落的脆弱程度和致脆因素进行比较研究。结果表明：①务工型强脆弱、工贸型中脆弱、旅游型微脆弱;②旅游型和工贸型属复合E-A致脆类型,务工型属均衡E-A-S致脆类型;③务工型的敏感性远大于其他类型,民俗文化和村落居民是主要敏感因子;④旅游型为强暴露、工贸型为中暴露、务工型为微暴露。城镇化和旅游开发是主要暴露因素;⑤旅游型的适应性最高,工贸型次之,务工型最差;⑥不同类型村落的致脆短板因素差异较大。     

Experimental Studies and Vulnerability Assessment of Timber-Arched Lounge Bridges

ABSTRACT

There are many preserved timber-arched lounge bridges in China and some of these bridges are hundreds of years old. The woven arch is the main bearing structure of a timber-arched lounge bridge. Few studies still exist about woven arch mechanical performance, a fact that contributes to the improper repair. This article concerns the structural performance of the woven arch. The results of experimental studies on deformation, stress distribution, force-transferring mechanism, and failure modes were presented. Two woven arch models with and without П-shape braces under symmetrical load and asymmetrical load were investigated. The results indicated that the woven arch had high bearing capacity, especially under symmetrical load. The comparison of experimental results obtained for models with and without brace showed that braces modified the failure mechanism and increased the load carrying capacity and integrity. Based on the failure conditions observed experimentally, limit criteria were defined in order to facilitate vulnerability assessment of timber lounge bridges.     

《馆藏文物防震规范》关键技术——防震安全设计研究

《馆藏文物防震规范》WW/T 0069-2015,基于馆藏文物防震安全提出馆舍、展陈和文物全系统防震安全理念、设计方法和具体措施。本研究针对馆藏文物防震设计方法、适用范围、展柜及文物安全性判别等关键技术问题展开研究。首先,提出了"地震波+馆舍+展柜+文物"的全过程全系统防震设计理念;其次,针对浮放展柜及文物,进行地震作用下安全性分析研究;第三,与Getty博物馆研究成果对比,验证本研究理论的正确性与可靠性。分析得出:文物防震安全与文物高宽比、支撑接触面摩擦系数、安放处加速度峰值等因素有关;引入了抗滑动安全系数和抗倾覆安全系数进行设计,可充分保证文物安全性。     

Critical Geographies with the State: The Problem of Social Vulnerability and the Politics of Engaged Research

Abstract: State interventions to govern social vulnerability highlight the complexity of contemporary states, marked by neoliberal agenda but also by progressive interventions and the desire for effectiveness. This paper draws on collaborative research with government agencies on social vulnerability in the Hunter region to assess the desirability of undertaking critical geographies with the state. We see states as contested terrains invested with the institutional capacity to mobilise diverse political projects. We argue that critical research in partnership with states is possible, as are mobilisations of the agency of state institutions to promote progressive policy development. The paper explores how we might use engaged research to intersect with the production and circulation of texts, technologies and practices within the state apparatus to achieve desirable change. While critical research with the state involves uncertainties and compromise, with no permanent resolutions, we conclude that states must remain centred in our critical conversations and praxis. In this paper we advance the case for the critical possibilities of policy‐oriented research with the state. We reflect on experiences of an engaged research project with state government agencies in the NSW Hunter Region involving the production and use of the texts and technologies as state interventions in social vulnerability. Working through the project's reflexive, collaborative methodologies and our use of critical GIS, we highlight the creation of opportunities to change how the components of social vulnerability were conceptualised, contest policymakers’ view of what was “relevant”, and shift framing rationalities and resultant state practices. As such the paper contributes to our knowledge of strategic research practices for pursuing critical, progressive projects with the state. Such engagement involves uncertainties and contingent compromise. Yet, as terrains of contestation wherein diverse political projects are assembled and propelled, states must remain centred in our critical conversations and in our critical praxis.     

OUT-OF-PLANE SEISMIC RESISTANCE OF MASONRY WALLS

Seismic vulnerability of unreinforced masonry buildings is studied by means of simplified out-of-plane collapse mechanisms that take into account connections with transversal walls. According to experimental evidence, the analysis assumes that failure is reached with a rigid body motion of a part of the facade that falls down. Two classes of mechanism are examined: the overturning of the facade due either to a vertical crack at the connection or a diagonal crack on the transversal wall, both defined resorting to a simple model of masonry fabric, viewed as a regular assembly of rigid blocks and elastic plastic joints with friction but no cohesion. The use of simplified mechanisms give rise to an explicit evaluation of the seismic resistance to changes in the geometry and in the masonry fabrics, that could be used by practising engineers. This formulation is developed for both static horizontal actions and ground velocity peak, in the belief that the latter probably gives a better approximation of seismic action, while also providing, by comparison with the results of static forces, an estimate of the behaviour factor for unreinforced masonry. Eventually, the analytical forecasts are compared with numerical results obtained by means of the distinct element method.     

SHAPE MEMORY ALLOYS IN SEISMIC RESISTANT DESIGN AND RETROFIT: A CRITICAL REVIEW OF THEIR POTENTIAL AND LIMITATIONS

Shape memory alloys (SMAs) are a class of materials that have unique properties, including Young's modulus-temperature relations, shape memory effects, superelastic effects, and high damping characteristics. These unique properties, which have led to numerous applications in the biomedical and aerospace industries, are currently being evaluated for applications in the area of seismic resistant design and retrofit. This paper provides a critical review of the state-of-the-art in the use of shape memory alloys for applications in seismic resistant design. The paper reviews the general characteristics of shape memory alloys and highlights the factors affecting their properties. A review of current studies show that the superelastic and high-damping characteristics of SMAs result in applications in bridges and buildings that show significant promise. The barriers to the expanded use of SMAs include the high cost, lack of clear understanding of thermo-mechanical processing, dependency of properties on temperature, and difficulty in machining.     

FRAGILITY OF STANDARD INDUSTRIAL STRUCTURES BY A RESPONSE SURFACE BASED METHOD

National and international regulatory standards require industrial risk assessment, taking into account natural hazards including earthquakes, in the framework of Quantitative Risk Analysis (QRA). Seismic fragility analysis of industrial components may be carried out similarly as what has been done for buildings, even though some peculiar aspects require the development of specific tools. In the present paper a contribution to the definition of a rational procedure for seismic vulnerability assessment of standardised industrial constructions in a probabilistic framework is given. The method covers a range of components of the same structural type. Seismic reliability formulation for structures is used. Both seismic capacity and demand are considered probabilistic with the latter assessed by dynamic analyses. The application example refers to shell elephant foot buckling of unanchored sliding tanks. A regression-based method is applied to relate fragility curves to parameters varying in the domain of variables for structural design.     

Nonlinear Modeling and Mitigation of Seismic Pounding between R/C Frame Buildings

A multi-link finite element contact model reproducing Jankowski’s nonlinear viscoelastic relationships is devised and implemented for a time-history analysis of seismic pounding. The mechanical and algorithmic parameters are calibrated with a numerical test case study, represented by two single-story R/C frames. A real case study, concerning two adjacent buildings representative of a stock of R/C multi-story frame structures with insufficient separation joints at rest, is then examined. A damped interconnection-based mitigation solution consisting in linking the two structures with fluid-viscous dissipaters is proposed. The benefits of this retrofit strategy are discussed by comparison with the response in original conditions.     

Physical and Numerical Approaches for the Optimal Insertion of Seismic Viscous Dampers in Shear-Type Structures

This article presents the results of an exhaustive parametric analysis which compares the performances offered by various systems (which lead to both classical and non classical damping matrices) of added viscous dampers in shear-type structures. The aim of the research work here presented is the identification of the system of added viscous dampers which maximizes the dissipative properties under an equal “total size” constraint. The choice of the systems of added viscous dampers considered in the comparison is carried out both using a numerical approach (based upon the use of genetic algorithms) and a physically based approach (based upon the properties of classically damped systems). The comparison is carried out through the numerical evaluation of the dynamic response of representative shear-type structures to both stochastic and recorded earthquake inputs. The results obtained using both approaches indicate that a damping system based upon the mass proportional damping component of the Rayleigh viscous damping matrix (referred to as MPD system) is capable of optimizing simultaneously a number of different performance indexes, providing the best “overall” damping performances. The MPD system is characterised by viscous dampers (a) which connect each floor to a fixed point and (b) which are sized proportionally to the corresponding floor mass.