History,tradition, and memory among the Basques

This article explores the historical commemoration, the Alarde of the Spanish-Basque town of Hondarribia, re-enacted for almost 400 years. It is a social account of the past portrayed through a history of local militarism and a history of commemorative performance. Since 1996, controversy has divided local inhabitants concerning wider female-inclusion in the male-dominated event, separating the town into factions, traditionalists (asserting traditions remain the same) and feminists (advocating broader female involvement). Theoretical concerns include examining traditions and their gradual transformations over time, rather than as episodic change; that interpreting the past can be competitive over rights of belonging; that history may be influenced by different agencies of gender, kin ties, memory, politics, and social experience; that people do not purposefully ignore the passage of time but may be protecting communal harmony; that commemorative rites are more than embodied performances; and that history can be a multiple, contested, and lived experience.     

Formal analyses and functional accounts of groundstone “plummets” from Poverty Point, Louisiana

Groundstone plummets of magnetite or hematite are commonly found artifacts of the Late Archaic period in Louisiana. While often assumed to have functioned as weights for fishnets or as thrown objects used to catch waterfowl, relatively little empirical evidence has been generated to explain their form and features relative to hypothesized performance in prehistoric behavior. To address this deficiency, we provide a morphometric analysis of the variability in plummet shape as a means for studying the performance constraints inherent to their use. Based on our analyses, we find that plummet form is well explained as a component of weighted looms, supporting the early use weaving technology in the Late Archaic of Eastern North America.     

Seismic Response of Rolling Isolation Systems with Concave Friction Distribution

This article attempted to improve the isolation performance of a rolling isolation system by assuming that the rolling friction force gradually and linearly increased with the relative displacement between the isolator and the ground. After the rolling isolation system under different ground motions was calculated by a numerical analysis method, it obtained more regular results than that of other uneven friction distributions. Results shows that the considered concavely distributed friction force can not only dissipate the earthquake energy, but also change the structural natural period. These functions improve the seismic isolation efficiency of the structural relative displacement in comparison with the general uniform distribution of rolling friction coefficient.     

Using Discrete Event Simulation Models to Evaluate Resilience of an Emergency Department

Hospitals are critical infrastructures which are vulnerable to natural disasters, such as earthquakes, man-made disasters and mass causalities events. During the emergency, the hospital might also incur in structural and non-structural damage, have limited communication and resources, so they might not be able to treat the large number of incoming patients. For this reason, the majority of medium- and large-size hospitals have an emergency plan that expands their services quickly beyond normal operating conditions to meet an increased demand for medical care, but it is impossible for them to test it before an emergency occurs. The objective of this article is to develop a simplified model that could describe the ability of the Hospital Emergency Department to provide service to all patients after a natural disaster or any other emergency. The waiting time is the main response parameter used to measure hospital resilience to disasters. The analytical model has been built using the following steps. First, a discrete event simulation model of the Emergency Department in a hospital located in Italy is developed taking into account the hospital resources, the emergency rooms, the circulation patterns and the patient codes. The results of the Monte Carlo simulations show that the waiting time for yellow codes, when the emergency plan is applied, are reduced by 96%, while for green codes by 75%. Then, using the results obtained from the simulations, a general metamodel has been developed, which provides the waiting times of patients as function of the seismic input and the number of the available emergency rooms. The proposed metamodel is general and it can be applied to any type of hospital.     

髹漆丝织物的水解老化性能研究

髹漆丝织物水解老化性能的测试研究,旨在了解髹漆丝织品抗老化的能力,为出土髹漆丝织品的起取、保存和展示提供科学的依据.以精制纯漆和加入15%桐油的桐油漆分别对丝织物进行髹涂整理,并对整理后的试样进行加速碱性水解老化处理.测试表明,纯漆试样和桐油漆试样的强度和伸长性能下降迅速.老化初期与丝绸降幅相近,随着老化延续,降幅大于丝绸,桐油漆试样降幅最大.漆膜在碱性水解老化中发生开裂,对蚕丝没有保护和加固作用.桐油漆膜受碱液损伤尤为严重.老化导致蚕丝结晶度下降,脆化的漆膜和老化蚕丝结合,强度和伸长性反而不如老化丝绸.检测表明,髹涂纯生漆和桐油漆的丝织物耐碱性水解老化的能力均很差,逊于未髹漆的丝织物.相比之下,桐油漆试样尤其差.     

古代壁画、彩绘显现剂应用机理和性能研究

针对粘结硬质、钙化土锈的壁画和彩绘在保护修复中使用的去除剂和显现加固剂复合应用后对其性能进行了研究测试。从光学角度对明胶膜和加样后膜折射率进行测试,对土锈剩余层粒径与厚度进行测试,又从耐久性、柔韧性等方面对两种试剂复合用的模拟壁画进行了系统评价。结果表明:两种膜的折射率几乎相同,当土锈剩余层粒径在120μm以内,厚度在70μm内的土粒都可以通过显现加固剂进行显现,恢复其古朴原貌,且不触及颜料层。复合应用后对模拟样板老化后性能测试,数据显示各方面性能良好。     

People,plants and performance: On actor network theory and the material pleasures of the private garden

Actor network theory has received considerable attention within geography. In this paper I suggest that geographers have looked at these ideas in a particular way and that this can be productively complemented by an excursion into the contemporary private garden. Through exploring the ways in which people and plants live together there, some geographical criticisms of a defined actor network theory no longer seem to necessarily apply to a more diffuse set of actor network ideas. Furthermore, these ideas can also provide a productive means of engaging practically with the material presence of things, insofar as this materiality is important in the constitution of human cultural experience.     

Shake-Table Tests of Confined-Masonry Rocking Walls with Supplementary Hysteretic Damping

A shake-table investigation is conducted on a 40% scale model frame-wall system to validate the concept of rocking walls as primary seismic systems. The rocking wall concept was implemented on confined masonry walls, but the findings can be extended to any rocking wall system. As the inherent damping of this system is low, a pair of supplemental steel hysteretic energy dissipating dampers is used at the base of the wall. It is concluded that with careful detailing, damage is not only eliminated but the structure re-centers itself following a large earthquake.     

Computational Modeling of the Seismic Performance of Beam-Column Subassemblies

Analytical studies are carried out to investigate the effectiveness of finite element modeling procedures in accurately capturing the nonlinear cyclic response of beam-column subassemblies. The analyses are performed using program VecTor2, employing only default or typical material constitutive models and behavior mechanisms in order to assess analysis capabilities without the need for special modeling techniques or program modifications. The specimens considered cover a wide range of conditions, and include interior and exterior seismically and non seismically designed beam-column subassemblies. It is shown that finite element analyses can achieve good accuracy in determining the strength, deformation response, energy dissipation, and failure mode of reinforced concrete beam-column subassemblies under seismic loading conditions.     

Experimental Evaluation of Seismic Performance of Squat RC Structural Walls with Limited Ductility Reinforcing Details

This article describes an experimental study carried out on of reinforced concrete (RC) walls of less confining reinforcement than that recommended by ACI 318. A total of eight RC walls with boundary elements comprising of five walls with aspect ratio of 1.125 and three walls with aspect ratio of 1.625 were tested by subjecting them to low levels of axial compression loading and simulated seismic loading, to examine the structural performance of the walls with limited transverse reinforcement. Conclusions are reached concerning the failure mode, drift capacity, strength capacity, components of top deformation, and energy dissipation characteristics of walls on the seismic behavior with limited transverse reinforcement. The influences of axial loading, transverse reinforcement in the wall boundary elements, and the presence of construction joints at the wall base on the seismic behavior of walls are also studied in this paper. Lastly, reasonable strut-and-tie models are developed to help in understanding the force transfer mechanism in the walls tested.