In the present study, numerical simulations are conducted to estimate the in-plane response of adobe walls subjected to pseudo-static cyclic loading based on the finite element code ABAQUS. The simplified micro-modeling approach is adopted and an interface model reported in ABAQUS material library is applied as material model for zero-thickness interface elements. The comparison between obtained results and field test data results in good agreement. Parametric studies are carried out to evaluate the effectiveness of independent parameters changes on response of adobe walls. It is noted that mechanical properties of joints and adobe units play an active role on in-plane behavior of walls. A tri-linear benchmark curve is proposed to predict the response of aforementioned walls. In this regard, a statistical study is performed to derive the predictive tri-linear benchmark curve. The regressive analysis on 59 numerical models resulted in proposing predictive models. Finally, by comparing tri-linear curves obtained from the regressive analysis, numerical analysis, and experimental study, appropriate accuracy of theoretical model can be found. 相似文献
This paper probes the relationship between visual representations and visitation practices at Pasargadae, a UNESCO World Heritage site in southern Iran. Presenting a systematic analysis of publicly available online images of Pasargadae, the paper examines the complex relationship between the place and its visual representations. Through analysis, the paper elaborates on a sense of intimacy that, while grounding Pasargadae, is also a potential common ground in pre-Islamic heritage in which the Iranian state and society could at once meet and contest versions of identity. Examining this relationship facilitates reflections into both heritage and the peculiarities of its visual representation in the Iranian context. 相似文献
This article contributes to academic literature on the project of identity formation in a postcolonial nation‐state. The article argues that a nation‐state emphasising certain aspects of the past for commemorative or celebratory purposes, while suppressing or ignoring the memories of some other event or historical figure, are both parts of the same process. Both these processes, in different ways, seek to give a certain direction to the narrative about the history of the nation and the nation‐state. These aspects of national memory and amnesia have been explained through the prism of national/public holidays while foregrounding the case study of Pakistan. The article argues that although this process of shaping a specific narrative (referred to as commemorative narrative in this article by using Yael Zerubavel's work) is common to every project of identity formation, its peculiarity is more pronounced in a postcolonial state like Pakistan, which has certain cut‐off dates and ruptures but is, simultaneously, eager to emphasise continuities in its trajectory and antiquity in historical tradition. The study of the process of developing a national calendar in case of Pakistan will show that identity formation is a transient process in which various identarian values, political considerations and social processes play an important part. In particular, it requires an attempt on the part of the state to try impose a homogenising historical narrative by envisaging a national calendar, i.e. by announcing a national or public holiday. This helps accord prestige to persons credited as founding fathers or ideologues, ascribe solemnity to days remembering wars and festivity to mark independence or religious occasions. By discussing these themes in detail, this exploratory study of the history of national calendar will lend an alternative lens through which to look into the processes of identity formation in postcolonial nation‐states in general. 相似文献
Fourier transform infrared spectroscopy and imaging coupled to optical microscopy, scanning electron microscopy coupled to energy dispersive x-ray spectroscopy and high-performance liquid chromatography (HPLC) coupled to diode-array detection are used to investigate two samples removed from a painted decoration of a burial kline and a textile fragment, both found in Koru tumulus (fifth century BCE) in Daskyleion. Tyrian purple and kaolinite were identified in both samples, thus suggesting that the aluminosilicate compound had an important role in the applied painting and dyeing processes. The textile fragment is composed of undyed cotton and silk yarns dyed with the molluskan dye. The relative compositions of the molluskan materials used in the two archaeological objects are similar and comparable with the corresponding composition measured for a purple sample originated from Murex trunculus mollusks according to the HPLC results. This result is supported by principal component analysis (PCA) which, furthermore, takes into account the relative compositions of the extracts of the three Mediterranean mollusks, published in previous reports. 相似文献
The capacity of a United Nations Educational, Scientific and Cultural Organization (UNESCO) World Heritage Site (WHS) to sustain its designated criteria into the future is a function of how valuable local residents perceive the WHS to be, and how motivated they are to contribute toward efforts to maintain its status. In June 2012, Malaysia’s Lenggong Valley became a WHS. We investigate the effectiveness of a campaign targeting young local residents to increase their awareness of the importance of preserving the heritage of Lenggong. We undertook a questionnaire — designed to assess participants’ awareness of the value of the WHS and their willingness to participate in efforts to maintain the WHS — aimed at students from all three secondary schools in Lenggong before and after the campaign. In all, 175 completed questionnaires were analysed: the data revealed that the campaign had a significant effect on improving participants’ awareness of the value of the WHS and on improving their willingness to participate in WHS conservation activities. 相似文献
The unexpected damages in structures during severe earthquakes have been reported frequently so far. In this study, the damage-based inelastic behavior of special moment resisting frame (SMRF) structures designed according to the new versions of general earthquake loading codes (International building code [IBC] 2012 & American Society of Civil Engineers [ASCE] 7-2010) and seismic design references (National Earthquake Hazards Reduction Program [NEHRP] 2009 & Federal Emergency Management Agency [FEMA] P-750) has been investigated. The final results presented based on distinctive shear and flexural failure modes show that a non-uniform distribution of severe damage in structural height occurs during design level seismic excitations. Also it is observed that the shear and flexural damages are more critical in short and tall MRF structures, respectively. 相似文献
It is well known that the soil-structure interaction (SSI) changes the dynamic response of a structure supported on flexible soil. The analysis of optimally controlled SSI systems has certain difficulties due to the nature of the SSI and the optimal control problem. In this paper, a two-step iteration-based numerical algorithm is proposed to handle optimally controlled SSI systems under earthquakes. First, the optimal control forces are obtained by using a fixed-base system. Then, the optimal control forces are converted to the frequency domain by the Fourier transform technique to be used in the equations of the SSI system. The lateral displacement and the rocking of the foundation are obtained from the equations of the SSI system containing the optimal control forces in the frequency domain. The lateral displacement and rocking of the foundation are then converted to the time domain by the inverse Fourier transform technique, and the lateral accelerations and the rocking accelerations of the foundation are obtained by the forward finite difference method. During the second step, the optimal control forces are calculated again by using the lateral acceleration and the rocking acceleration of the foundation along with the earthquake ground motion. Using the method explained above, the optimal control forces obtained in the time domain are used in the equations of the soil-structure system from which the behavior of foundation and structure is obtained. In the final section of the paper, a numerical study is conducted for a controlled structure supported on flexible soil. 相似文献