Relevant bibliographies by topics / Firts pillar

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Firts pillar'

Author: Grafiati
Published: 4 June 2021
Last updated: 14 February 2022

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Journal articles on the topic "Firts pillar"

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Yusuf, Nasruddin, and Faradila Hasan. "Pilar-Pilar Kerukunan Beragama di Sulawesi Utara." Gorontalo Journal of Government and Political Studies 3, no. 2 (October 1, 2020): 013. http://dx.doi.org/10.32662/gjgops.v3i2.1116.

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This article discusses the pillars that are at the root of maintaining harmony among religious communities in North Sulawesi Province. When in several cities in Indonesia riots and conflicts occurred only in the City of Manado (North Sulawesi Province) there were no riots and conflicts, whereas when viewed from demographic status that is similar to cities that occurred riots, Manado City has the potential for conflict. However, there are three pillars that make conflict and riots not occur, although it cannot be denied that there are always events that are related to the issue of SARA (Suku, Agama, Ras, dan Antar Golongan; Stands for Ethnic, Religion, Race and Intergroups) that can be the cause of riots in North Sulawesi Province. However, it can always be handled well so that riots and conflicts do not occur. The method used in this study is a qualitative method using anthropological and sociological approaches. The three pillars are the pillar of culture, pillar of religious leaders and the choice of government. The first pillar is culture to be one of the pillars of harmony in North Sulawesi Province because of the existence of mapalus culture. The second pillar, namely religious leaders, becomes a mobilizer in the community and plays a role in calling for sovereignty. The third breakdown is the government in which the government takes an important role by collaborating with religious leaders to safeguard harmony in North Sulawesi Province.Artikel ini membahas mengenai pilar-pilar yang menjadi akar dari terjaganya kerukunan antar umat beragama di Provinsi Sulawesi Utara. Ketika di beberapa kota di Indonesia terjadi kerusuhan dan konflik hanya di Kota Manado (Provinsi Sulawesi Utara) tidak terjadi kerusuhan dan konflik, padahal jika dilihat dari status demografi yang mirip dengan kota-kota yang terjadi kerusuhan, Kota Manado berpotensi untuk terjadi konflik. Namun terdapat tiga pilar yang membuat konflik dan kerusuhan tidak terjadi meskipun tidak dapat dipungkiri bahwa selalu saja muncul kejadian yang berkaitan dengan isu sara yang dapat menjadi pemantik kerusuhan di Provinsi Sulawesi Utara. Akantetapi, selalu saja dapat diatasi dengan baik sehingga tidak terjadi kerusuhan dan konflik. Metode yang digunakan dalam penelitian ini adalah metode kualitatif dengan menggunakan metode pendekatan antropologis dan sosiologis. Tiga pilar tersebut yaitu pilar budaya, pilar tokoh agama dan pilar pemerintah. Pilar pertama yaitu kebudayaan menjadi salah satu penopang kerukunan di Provinsi Sulawesi Utara karena adanya budaya “mapalus”. Pilar kedua yaitu tokoh agama menjadi penggerak disalam masyarakat dan berperan dalam menyerukan kedaiman. Pilar ketiga yaitu pemerintahan dimana pemerintah mengambil peran penting dengan bekerjasama dengan tokoh agama untuk menjaaga kerukuanan di Provinsi Sulawesi Utara.
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Shao, Xiao Ping, and Yu Cheng Xia. "Modeling and Numerical Optimal Simulation of Coal Pillar’s Failure Process on Longwall Leaving Coal Pillar Mining." Applied Mechanics and Materials 88-89 (August 2011): 285–90. http://dx.doi.org/10.4028/www.scientific.net/amm.88-89.285.

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To further optimize mining methods and parameters at regions of “protecting water mining”, this paper has made modeling and numerical optimal simulation of coal pillar’s failure process under two kinds of mining method including “taking 8 remaining 7” leaving the region pillars and “taking 12 remaining 8” leaving strip coal pillars for Yubojie coal mine in northern Shaanxi province in China. Simulation showed that the stability of strip coal pillars is better than the region coal pillars at the same advancing distance. The region coal pillars first appeared corner plastic failure and maybe become hexagonal pillars. Plastic failure of the rectangular pillar extended and penetrated from the corner along the edge. Plastic damage of pillars showed tendency from the middle to the roadway side of the face along the length direction of face. Stability of central elastic core of coal pillar is the basis of pillar stability. Simulation results showed that it is feasible to optimize mining methods and parameters of “protecting water mining" areas based on modeling and numerical simulation of pillar failure process. The method has provided a useful reference to mining method and optimization design research for other regions with same type of domestic and international coal mines.
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Liu, Peng Liang. "Stowing and Mining Interval Width and Stowing Body Strength Index in Tool Pillar Stowing Faces." Advanced Materials Research 962-965 (June 2014): 1189–94. http://dx.doi.org/10.4028/www.scientific.net/amr.962-965.1189.

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This paper put forward the technical ideas of tool pillar mining with stowing that is dividing mining and stowing into two stages and recycling pillars based on the first stage stowing body support roof by analyzing tool pillar faces characteristic with pillar and goaf septal arrangement. Due to the stope drift and pillar size are both small, the goaf should be timely stowing in order to ensure stability of pillars and stowing body, author introduced stowing and mining interval width and stowing body strength determined method in two stages. This paper calculated pillar load of the first stage and stowing body load of the second stage with enlarge pressure arch theory, determined stowing and mining interval width in two stages and stowing body strength in the first stage combined with safety factor. At last author determined the second stage stowing body strength according to the surface movement and deformation control requirement with numerical simulation.
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Jitmaneeroj, Boonlert. "Reform priorities for corporate sustainability." Management Decision 54, no. 6 (July 11, 2016): 1497–521. http://dx.doi.org/10.1108/md-11-2015-0505.

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Purpose – Most companies rarely work on sustainable development as a whole, which includes environmental, social, governance, and economic pillars. The purpose of this paper is to explore causal relationships between pillar scores and overall score of sustainability and identify the most critical pillar to which policy makers should allot limited resources with the highest priority. Design/methodology/approach – Based on Thomson Reuters ASSET4 database of global corporate sustainability, this paper examines the causal relations between pillar scores and overall score of sustainability by using the three-stage integrative methodology consisting of cluster analysis, data mining, and partial least square path modeling. Findings – This paper finds that each pillar has unequal effects on the overall corporate sustainability and that the overall score is affected by not only the direct effects from pillar scores but also the indirect effects from the causal interrelations among pillars. Moreover, the patterns of causal directions and the most critical pillar are sensitive to industries. Social performance is the most critical pillar for the majority of industries, followed by environmental performance, and economic performance, respectively. The governance performance, however, is not the most critical pillar in any industry. Practical implications – To construct a roadmap for reform priorities, policy makers should follow the top-down approach which involves hierarchical decisions. Using the three-stage methodology, the policy makers first decide on the most critical pillar score before selecting the most critical category score underneath. Originality/value – Relaxing traditional assumptions of simple average overall score of corporate sustainability, the three-stage integrative framework allows for causal interrelations among pillars and different weights on individual pillars.
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Penadés-Plà, Vicent, David Martínez-Muñoz, Tatiana García-Segura, Ignacio J. Navarro, and Víctor Yepes. "Environmental and Social Impact Assessment of Optimized Post-Tensioned Concrete Road Bridges." Sustainability 12, no. 10 (May 22, 2020): 4265. http://dx.doi.org/10.3390/su12104265.

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Most of the definitions of sustainability include three basic pillars: economic, environmental, and social. The economic pillar has always been evaluated but not necessarily in the sense of economic sustainability. On the other hand, the environmental pillar is increasingly being considered, while the social pillar is weakly developed. Focusing on the environmental and social pillars, the use of methodologies to allow a wide assessment of these pillars and the integration of the assessment in a few understandable indicators is crucial. This article is structured into two parts. In the first part, a review of life cycle impact assessment methods, which allow a comprehensive assessment of the environmental and social pillars, is carried out. In the second part, a complete environmental and social sustainability assessment is made using the ecoinvent database and ReCiPe method, for the environmental pillar, and SOCA database and simple Social Impact Weighting method, for the social pillar. This methodology was used to compare three optimized bridges: two box-section post-tensioned concrete road bridges with a variety of initial and maintenance characteristics, and a pre-stressed concrete precast bridge. The results show that there is a high interrelation between the environmental and social impact for each life cycle stage.
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Sarwono, Sarwono. "Studi karakteristik gerusan lokal pada beberapa tipe pilar jembatan." JURNAL SUMBER DAYA AIR 12, no. 1 (May 17, 2017): 89–104. http://dx.doi.org/10.32679/jsda.v12i1.167.

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The local scouringcharacteristicsuroundings several bridge pillars forms have a different characteristics, some forms of pillars of the bridge are considered optimum when equipped with the data: discharge, slope of riverbed, material, and on the same flow direction, that will produce the most shallow scouring. The objective of this study is to find the form of pillars that will generate the most superficial scouring. The study is conducted at the Laboratory of River in Surakarta. The used flume has length of 10.00 m, width 0.40 m and height of 0.40 m. The forms of pillar studied are two cylindrical pillars, sheet pile and full walls pillar. The slope of the riverbed (i) are varied, there are three: 0.006, 0.0125 and 0.020. The flow discharge rate there are five variations: 5,37 m3/s, 8,94 m3/s, 12,52 m3/s, 14,31 m3/s, 17,89 m3/s. Land was used at material for river bed, and, there are three kinds of value D50: 0.60 mm, 0.80 mm and 1.00 mm. The research method includes: a field survey, two dimension physical model test with 1:20 scale.The results showed for each pillar shapes have different characters. The deepest scouring suroundings the pillar beside the point, at the beginning of the first minute to the 20th minute in a sudden deep scour the riverbed and form of river bed suroundings are the pillars up and down irregularly. In the 20th minute until the end of the stream scouring decreased almost linearly lines are horizontzl. In general the pile type pillars was found to cause the minimum scouring than other pillar shapes.
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Ma, Tianhui, Long Wang, Fidelis Tawiah Suorineni, and Chunan Tang. "Numerical Analysis on Failure Modes and Mechanisms of Mine Pillars under Shear Loading." Shock and Vibration 2016 (2016): 1–14. http://dx.doi.org/10.1155/2016/6195482.

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Severe damage occurs frequently in mine pillars subjected to shear stresses. The empirical design charts or formulas for mine pillars are not applicable to orebodies under shear. In this paper, the failure process of pillars under shear stresses was investigated by numerical simulations using the rock failure process analysis (RFPA) 2D software. The numerical simulation results indicate that the strength of mine pillars and the corresponding failure mode vary with different width-to-height ratios and dip angles. With increasing dip angle, stress concentration first occurs at the intersection between the pillar and the roof, leading to formation of microcracks. Damage gradually develops from the surface to the core of the pillar. The damage process is tracked with acoustic emission monitoring. The study in this paper can provide an effective means for understanding the failure mechanism, planning, and design of mine pillars.
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Zhu, Haiyan, Ya-Pu Zhao, Yongcun Feng, Haowei Wang, Liaoyuan Zhang, and John D. McLennan. "Modeling of Fracture Width and Conductivity in Channel Fracturing With Nonlinear Proppant-Pillar Deformation." SPE Journal 24, no. 03 (March 11, 2019): 1288–308. http://dx.doi.org/10.2118/194500-pa.

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Summary Channel fracturing acknowledges that there will be local concentrations of proppant that generate high-conductivity channel networks within a hydraulic fracture. These concentrations of proppant form pillars that maintain aperture. The mechanical properties of these proppant pillars and the reservoir rock are important factors affecting conductivity. In this paper, the nonlinear stress/strain relationship of proppant pillars is first determined using experimental results. A predictive model for fracture width and conductivity is developed when unpropped, highly conductive channels are generated during the stimulation. This model considers the combined effects of pillar and fracture-surface deformation, as well as proppant embedment. The influence of the geomechanical parameters related to the formation and the operational parameters of the stimulation are analyzed using the proposed model. The results of this work indicate the following: Proppant pillars clearly exhibit compaction in response to applied closure stress, and the resulting axial and radial deformation should not be ignored in the prediction of fracture conductivity. There is an optimal ratio (approximately 0.6 to 0.7) of pillar diameter to pillar distance that results in a maximum hydraulic conductivity regardless of pillar diameter. The critical ratio of rock modulus to closure stress currently used in the industry to evaluate the applicability of a channel-fracturing technique is quite conservative. The operational parameters of fracturing jobs should also be considered in the evaluation.
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Samsuir, Al Ikhlas, Ahmad Rivauzi, and Wirdati Wirdati. "PILAR PENDIDIKAN DALAM PERSPEKTIF IMAM AL-SYATHIBY." TARBAWY : Indonesian Journal of Islamic Education 5, no. 1 (October 1, 2018): 1. http://dx.doi.org/10.17509/t.v5i1.13324.

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This study aims to reveal about the pillars of education in the perspective of Imam al-Syathiby. This research is library research where the authors explore the opinion of Imam al-Syathiby in the book al-Muwafaqat fi Ushul al-Syari’ah that related with education. After the data is collected, it is processed by qualitative approach method. The instrument in this study is the author himself. From this study it can be concluded that the concept of education according to Imam al-Syathiby has four pillars; first, materials (science), second, teacher, third, method and forth, student. Every pillar in education must be paid attention proportionally. If not, education will not work properly. The further impact is that the goodness of human life both in the world and in the hereafter will not be realized. In this world human will be miserable, in the hereafter they will be misfortune.Penelitian ini bertujuan untuk mengungkap tentang pilar pendidikan dalam perspektif Imam al-Syathiby. Penelitan ini berbentuk library research dimana penulis mengeksplorasi pendapat Imam al-Syathiby dalam kitab al-Muwafaqat fi Ushuli al-Syari`ah yang berkaitan dengan pendidikan.Setelah data terkumpul, diolah dengan metode pendekatan kualitatif. Adapun instrument dalam penelitian ini adalah penulis sendiri. Dari penelitian ini dapat disimpulkan bahwa konsep pendidikan menurut Imam al-Syathiby memiliki empat pilar, yaitu, materi (ilmu), guru, metode dan murid. Setiap pilar dalam pendidikan tersebut harus mendapatkan perhatian sesuai dengan porsinya. Jika tidak, maka pendidikan tidak akan berjalan dengan baik. Dampak lebih jauhnya adalah tidak akan terwujudnya kemashlahatan pada kehidupan manusia di dunia dan akhirat. Di dunia manusia akan sengsara di akhirat nanti manusia akan celaka.
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Johansen, Svein T., Trude H. Olsen, Elsa Solstad, and Harald Torsteinsen. "An insider view of the hybrid organisation: How managers respond to challenges of efficiency, legitimacy and meaning." Journal of Management & Organization 21, no. 6 (February 16, 2015): 725–40. http://dx.doi.org/10.1017/jmo.2015.1.

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AbstractIn this paper we look at how managers perceive and manage meetings between different institutional logics in three types of hybrid organisations; a savings bank, a municipality and a hospital. The paper contributes to our understanding of organisational hybridity in two ways: First, drawing on Scott’s three institutional pillars, the paper shows how meetings between different institutional logics involve not just the cultural–cognitive pillar, usually highlighted in work on hybrid organisations, but all of them, including the regulative and the normative pillars. Second, the paper suggests a hierarchical relationship between meetings and responses, ranging from less elaborate responses that primarily involve the regulative pillar to more complex and all-encompassing responses that include not only the regulative and the normative but also the cultural–cognitive pillar, triggering questions and issues about identity and purpose.
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Dissertations / Theses on the topic "Firts pillar"

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Spurný, Jiří. "Důchodová reforma a rizika zabezpečení na penzi." Master's thesis, Vysoké učení technické v Brně. Ústav soudního inženýrství, 2014. http://www.nusl.cz/ntk/nusl-232909.

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The diploma thesis deals with the pension reform and the pension system in the Czech Republic. The paper explains fundamental terms in the field and explains their function. The main aim of the thesis is a definition and risk analysis of individual parts of the pension system. The secondary aim is guidance how to use each of the parts of the system.
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Hayes, Jennie Elizabeth. "Communication between America's first couple : how the first ladies have shaped the world through pillow talk." Honors in the Major Thesis, University of Central Florida, 2010. http://digital.library.ucf.edu/cdm/ref/collection/ETH/id/1415.

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This item is only available in print in the UCF Libraries. If this is your Honors Thesis, you can help us make it available online for use by researchers around the world by following the instructions on the distribution consent form at http://library.ucf.edu/Systems/DigitalInitiatives/DigitalCollections/InternetDistributionConsentAgreementForm.pdf You may also contact the project coordinator, Kerri Bottorff, at kerri.bottorff@ucf.edu for more information.
Bachelors
Sciences
Interpersonal/Organizatonal Communication
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Tydlačková, Ivana. "Populační změny a udržitelnost důchodových systémů." Master's thesis, Vysoká škola ekonomická v Praze, 2012. http://www.nusl.cz/ntk/nusl-150283.

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Master thesis provides an overview of demographic development and its relations to the sustainability of the pension systems. The theoretical part of the thesis focuses on the description of demographical processes and its main characteristics since the year 1989 and prognoses of its future development in Czech Republic. Later on, the theoretical knowledge gained in the first part is interconnected with the description of the pension system, as defined in Czech Republic and as valid since 1st of January, 2013. In practical part of the thesis the main focus is given to the calculations of sustainability of the pension system. The calculations are performed at the model situation, based at the pension system as defined in Czech Republic, but adjusted for some simplifying facts and premises. The calculations are provided for few different situations, when the revenues and expenses of the first pillar of the pension system are calculated. Based on the development of revenues and expenses, the percentage of people, that are supposed to enter the second, fully funded, pillar is calculated. The percentage is calculated in situation when the revenues are equal to the expenses and therefore the PAYG part of the pension system is sustainable in the long run.
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Herrera-Sancho, Óscar-Andrey [Verfasser]. "Laser excitation of 8-eV electronic states in Th+ : a first pillar of the electronic bridge toward excitation of the Th-229 nucleus / Óscar-Andrey Herrera-Sancho." Hannover : Technische Informationsbibliothek und Universitätsbibliothek Hannover (TIB), 2012. http://d-nb.info/1031347283/34.

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Schulz, Colin Verfasser], Frank T. [Akademischer Betreuer] [Piller, and Sebastian [Akademischer Betreuer] Kortmann. "Transitioning towards smart products : an empirical analysis of capabilities and processes needed in manufacturing firms / Colin Schulz ; Frank Thomas Piller, Sebastian Kortmann." Aachen : Universitätsbibliothek der RWTH Aachen, 2021. http://d-nb.info/1238523919/34.

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Cloete, Karen Jacqueline. "Physiological effects of indigenous arbuscular mycorrhizal associations on the sclerophyll Agathosma betulina (Berg.) Pillans." Thesis, Stellenbosch : University of Stellenbosch, 2011. http://hdl.handle.net/10019.1/16600.

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Thesis (MSc)--University of Stellenbosch, 2005.
ENGLISH ABSTRACT: The Mountain Fynbos biome, a division of the Cape Floristic Region (CFR), is home to round-leafed Buchu [Agathosma betulina (Berg.) Pillans], one of South Africa’s best-known endangered herbal medicinal plants. Agathosma betulina is renowned as a traditional additive to brandy or tea, which is used for the treatment of a myriad of ailments. In its natural habitat, A. betulina thrives on mountain slopes in acid and highly leached gravelly soils, with a low base saturation and low concentrations of organic matter. To adapt to such adverse conditions, these plants have formed mutualistic symbioses with arbuscular mycorrhizal (AM) fungi. In this study, the effect of indigenous AM taxa on the physiology of A. betulina is investigated. In addition, the AM taxa responsible for these physiological responses in the plant were identified using morphological and molecular techniques. Agathosma betulina was grown under glasshouse conditions in its native rhizosphere soil containing a mixed population of AM fungi. Control plants, grown in the absence of AM fungi, were included in the experimentation. In a time-course study, relative growth rate (RGR), phosphorus (P)-uptake, P utilization cost, and carbon (C)-economy of the AM symbiosis were calculated. The data showed that the initial stages of growth were characterized by a progressive increase in AM colonization. This resulted in an enhanced P-uptake in relation to non-AM plants once the symbiosis was established. Consequently, the lower P utilization cost in AM plants indicated that these plants were more efficient in acquiring P than non-AM plants. When colonization levels peaked, AM plants had consistently higher growth respiration. This indicated that the symbiosis was resulting in a C-cost to the host plant, characterized by a lower RGR in AM plants compared to non-AM plants. Arbuscular mycorrhizal colonization decreased with increasing plant age that coincided with a decline in P-uptake and growth respiration, along with increases in RGR to a level equal to non-AM plants. Consequently, the AM benefit was only observed during the initial stages of growth. In order to identify the AM fungi in planta, morphological and molecular techniques were employed, which indicated colonization by AM fungi belonging to the genera Acaulospora and Glomus. Phylogenetic analyses of a dataset containing aligned 5.8S ribosomal RNA gene sequences from all families within the Glomeromycota, including sequences obtained during the study, supported the above mentioned identification.
AFRIKAANSE OPSOMMING: Die Fynbos bergbioom, ‘n onderafdeling van die Kaapse Floristiese Streek, huisves rondeblaar Boegoe [Agathosma betulina (Berg.) Pillans], een van Suid Afrika se bekendste bedreigde medisinale plante. Agathosma betulina is bekend vir sy gebruik as tinktuur vir die behandeling van verskeie kwale. Die plant kom voor in bergagtige streke, in suur en mineraal-arm grond, met ‘n lae organiese inhoud. Gevolglik, om aan te pas by hierdie ongunstige kondisies, vorm die plante simbiotiese assosiasies met blaasagtige, struikvormige mikorrisa (BSM). In die huidige studie is die effek van hierdie BSM op die fisiologie van A. betulina ondersoek. Die identiteit van die BSM is ook gevolglik met morfologiese en molekulêre identifikasie tegnieke bepaal. Agathosma betulina plante is onder glashuis kondisies in hul natuurlike grond gekweek, wat ‘n natuurlike populasie van BSM bevat het. Kontroles is ook in die eksperiment ingesluit en hierdie stel plante is met geen BSM geïnokuleer nie. Gevolglik is die relatiewe groeitempo, fosfor opname, fosfor verbuikerskoste asook die koolstof ekonomie van die plante bereken. Die data het getoon dat die eerste groeifase gekarakteriseer is deur toenames in BSM kolonisasie vlakke. Dit het tot ‘n hoër fosfor opname in BSM geïnokuleerde plante gelei. Die laer fosfor verbuikerskoste gedurende hierdie fase het aangedui dat die plante wat geïnokuleer is met BSM oor beter meganismes beskik het om fosfor uit die grond te bekom. Toe BSM kolonisasie vlakke gepiek het, was groei respirasie hoër in BSM geïnokuleerde plante as in die kontroles. Dit het aangedui dat die BSM kolonisasie van plante tot hoër koolstof kostes vir hierdie plante gelei het, wat weerspieël is in die laer groeitempo van die BSM geïnokuleerde plante. Die BSM kolonisasie vlakke het gedaal met toenemende ouderdom van hul gasheer plante, wat gekarakteriseer is deur ‘n laer opname van fosfor en laer groei respirasie, tesame met ‘n toename in relatiewe groeitempo tot vlakke soortgelyk aan die van die kontrole plante. Die BSM voordele vir die plant is dus net gedurende die eerste groeifase waargeneem. Die BSM wat verantwoordelik is vir hierdie fisiologiese veranderinge is gevolglik geïdentifiseer met behulp van morfologiese en molekulêre tegnieke en dit is gevind dat BSM wat behoort tot die genera Acaulospora en Glomus binne hierdie plante voorkom. Filogenetiese analise gegrond op opgelynde 5.8S ribosomale RNA geen volgordes afkomstig van al die families binne Glomeromycota asook volgordes gevind in die studie, het die bogenoemde identifikasie gestaaf.
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Books on the topic "Firts pillar"

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A pillar of light: The history and message of the first vision. American Fork, Utah: Covenant Communications, 2009.

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Harrell, Alvin M. The first one hundred years. [Rialto, Calif.] (245 East First St., #1121 Rialto 92376): Harrell Publications, 1993.

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Gortsos, Christos V. The single supervisory mechanism (SSM): Legal aspects of the first pillar of the European banking union. Athens, Greece: Nomiki Bibliothiki, 2015.

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Craved wooden pillars at Shri Swaminarayan Temple, Ahmedabad: A testimony of the first war of Indian independence. Ahmedabad: Shri Swaminarayan Temple, 2003.

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Ghunaim, Abdullah Yousef Al. Devastating oil wells as revealed by Iraqi documents: Economic and environmental damage and Kuwaiti efficacy in protecting oil wealth. Almansouria, Kuwait: Center for Research and Studies on Kuwait, 1997.

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Dynamic of destruction: Culture and mass killing in the First World War. Oxford: Oxford University Press, 2007.

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United States. Congress. Commission on Security and Cooperation in Europe. Genocide in Bosnia-Herzegovina: Hearing before the Commission on Security and Cooperation in Europe, One Hundred Fourth Congress, first session, April 4, 1995. Washington: U.S. G.P.O., 1995.

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Human rights, refugees, and war crimes: The prospects for peace in Bosnia : hearing before the Committee on International Relations, House of Representatives, One Hundred Fourth Congress, first session, November 15, 1995. Washington: U.S. G.P.O., 1996.

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Markaz al-Buḥūth wa-al-Dirāsāt al-Kuwaytīyah (Kuwait). Devastating Kuwait's oil wells: Facts revealed by Iraqi documents. Almansouria, Kuwait: The Centre, 1997.

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Mass graves and other atrocities in Bosnia: Hearing before the Commission on Security and Cooperation in Europe, One Hundred Fourth Congress, first session, December 6, 1995. Washington: U.S. G.P.O., 1996.

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Book chapters on the topic "Firts pillar"

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Banerjee, Sudhish Chandra. "Dealing with Pillar Fires." In Prevention and Combating Mine Fires, 235–50. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211228-9.

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De Toni, Alberto F., Roberto Siagri, and Cinzia Battistella. "The first pillar of corporate foresight." In Corporate Foresight, 86–104. Revised edition. | Abingdon, Oxon ; New York, NY : Routledge, 2021.: Routledge, 2020. http://dx.doi.org/10.4324/9781003099239-9.

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Hardy, Paul David. "Clarity: The First Pillar of Code Quality." In Improving the Quality of ABAP Code, 113–85. Berkeley, CA: Apress, 2021. http://dx.doi.org/10.1007/978-1-4842-6711-0_3.

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Blas, Diana Alonso. "First Pillar and Third Pillar: Need for a Common Approach on Data Protection?" In Reinventing Data Protection?, 225–37. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-1-4020-9498-9_13.

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Moncrieff, Joanna. "Chlorpromazine: The First Wonder Drug." In The Bitterest Pills, 20–38. London: Palgrave Macmillan UK, 2013. http://dx.doi.org/10.1057/9781137277442_2.

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Howe, Roger. "Three Pillars of First Grade Mathematics, and Beyond." In Mathematics Curriculum in School Education, 183–207. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7560-2_10.

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Moncrieff, Joanna. "The First Tentacles: The ‘Early Intervention in Psychosis’ Movement." In The Bitterest Pills, 170–88. London: Palgrave Macmillan UK, 2013. http://dx.doi.org/10.1057/9781137277442_10.

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Moncrieff, Joanna. "The Antipsychotic Epidemic: Prescribing in the Twenty-First Century." In The Bitterest Pills, 189–207. London: Palgrave Macmillan UK, 2013. http://dx.doi.org/10.1057/9781137277442_11.

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Boccuzzi, Giuseppe. "The First Pillar of the Banking Union: The Single Supervisory Mechanism." In The European Banking Union, 23–47. London: Palgrave Macmillan UK, 2016. http://dx.doi.org/10.1057/9781137555656_3.

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von Weizsäcker, Carl Christian, and Hagen M. Krämer. "Europe, the Euro and German Demographic Renewal." In Saving and Investment in the Twenty-First Century, 275–91. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-75031-2_11.

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AbstractAccess to the domestic market is nowadays the trump card of trade diplomacy. The larger the domestic market, the more effective it is. The euro is thus the decisive pillar of the European single market. The German debt brake is incompatible with the long-term stability of the euro. For as long as it applies, full employment can never be achieved in the eurozone as a whole. Under currentfiscal policy, full employment would require unrealistically high export surpluses. A euro doomed to underemployment will collapse. Hence, the international fiscal order must also be applied among the nation states in the euroarea. Germany’s resulting obligations offer an opportunity for a German demographic renewal by aggressively encouraging the immigration of skilled workers.
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Conference papers on the topic "Firts pillar"

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Tan, Hua. "High-Speed Microdroplet Impact on a Textured Rough Surface: A Numerical Investigation." In ASME 2017 Fluids Engineering Division Summer Meeting. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/fedsm2017-69098.

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In this paper, the investigation on dynamics of high-speed micron-sized droplet impact on textured surfaces is carried out through computational fluid dynamics (CFD) simulations. An open-source code Gerris has been adapted to address the challenging issues facing simulations of high-speed impact of microdroplets on the rough surface, such as thin spreading lamella, secondary droplet breakup, and small features of rough surfaces. Validation is first presented to evaluate the accuracy of the simulation code for modeling high-speed droplet impact on the microstructured surface. Then, we carry out 3D simulations of a 10 μm diameter water droplet impact on different textured surfaces with different impact velocities. We find that a large portion of the thin lamella actually surfs over the top of pillars during spreading with only center area of impact saturated with liquid. Our simulations indicate that both impact velocity and surface morphology play an important role in the splashing phenomenon. Increasing pillar spacing makes droplet impact more prone to splashing. Splashing on surfaces of larger pillar spacing is characterized by the breakup of high-speed jets. Larger impact velocity results in more intensified splashing. For a given impact velocity, densely packed pillars (i.e., smaller pillar spacing) can reduce or even suppress the splashing due to viscous drag effect from pillars in wetted region. The existing splashing threshold models that depend only on surface roughness fail in the prediction of the critical speed for splashing on textured surfaces.
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Napa-Garcia, Gian, and Vidal Navarro Torres. "Applicability of failure strain for the stability evaluation of square pillars in room and pillar mining." In First International Conference on Underground Mining Technology. Australian Centre for Geomechanics, Perth, 2017. http://dx.doi.org/10.36487/acg_rep/1710_45_napa-garcia.

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O’Connor, John, Jeff Punch, Nicholas Jeffers, and Jason Stafford. "The Influence of Confinement on the Hydrodynamic Characteristics of a Cylindrical Pillar Within a Microchannel." In ASME 2015 13th International Conference on Nanochannels, Microchannels, and Minichannels collocated with the ASME 2015 International Technical Conference and Exhibition on Packaging and Integration of Electronic and Photonic Microsystems. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/icnmm2015-48701.

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Microfluidic cooling technologies for future electronic and photonic microsystems require more efficient flow configurations to improve heat transfer without a hydrodynamic penalty. Although conventional microchannel heat sinks are effective at dissipating large heat fluxes, their large pressure drops are a limiting design factor. There is some evidence in the literature that obstacles such as pillars placed in a microchannel can enhance downstream convective heat transfer with some increase in pressure drop. In this paper, measured head-loss coefficients are presented for a set of single microchannels of nominal hydraulic diameter 391μm and length 30mm, each containing a single, centrally-located cylindrical pillar covering a range of confinement ratios, β = 0.1–0.7, over a Reynolds number range of 40–1900. The increase in head-loss due to the addition of the pillar ranged from 143% to 479%, compared to an open channel. To isolate the influence of the pillar, the head-loss contribution of the open channel was extracted from the data for each pillar configuration. The data was curve-fitted to a decaying power-law relationship. High coefficients of determination were recorded with low root mean squared errors, indicating good fits to the data. The data set was surface-fitted with a power law relationship using the Reynolds number based on the cylinder diameter. This was found to collapse the data well below a Reynolds number of 425 to an accuracy of ± 20%. Beyond this Reynolds number an inflection point was observed, indicating a change in flow regime similar to that of a cylinder in free flow. This paper gives an insight into the hydrodynamic behavior of a microchannel containing cylindrical pillars in a laminar flow regime, and provides a practical tool for determining the head-loss of a configuration that has been demonstrated to improve downstream heat transfer in microchannels.
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Lee, Jung Shin, Yong Hyun Kim, Won Jae Choi, and Joon Sang Lee. "Hydrophobicity of Hierarchical Structured Super-Hydrophobic Surfaces With the Secondary Pillars: A Lattice Boltzmann Method With High-Density Ratio." In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-65509.

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This paper studies the enhanced super-hydrophobicity on surfaces with hierarchical textures. Surface roughness increases the Contact angle (CA). Recently hierarchical structure surface, which is secondary structures established on the simple pillars or pyramids array, has gained lot of interest from researchers because hydrophobicity of hierarchical structure was found to be greater than in simple structure. In this paper, CA for two surface cases are measured with the computational fluid dynamics (CFD) modeling, known as lattice Boltzmann method (LBM). The first case is “simple structure”, which is composed of square cross section pillar array. The second one is “hierarchical structure”, which is composed of secondary pillar structure added on the base pillar array. Secondary pillar structure is comparatively small, about 50∼100 times smaller than base pillar. Simulation of water droplets, which are statically placed on each of the surfaces, is carried out using the projection method of LBM. Projection method is used to in this study to be able to model the large density difference between air and water. Two phase immiscible fluids flow consisting of air and water (density ratio of air to water = 1:1000) is built in 3D space by using the projection method. CAs and the Cassie, Wenzel regime characteristic for hierarchical structured surface case are compared to that of simple structured surface. We were succeeded in quantifying the benefit of having hierarchical textures; the addition of the secondary structure enhances both the apparent contact angle and the robustness of the non-wetting regime.
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Kruszka, Leopold, and Ryszard Chmielewski. "Design analysis of strengthening a damaged supporting structure in a swimming pool building." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.121.

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The issue of strengthening the supporting structure of the swimming pool building, with a special attention on damaged reinforced concrete pillars in the sub-pool, is presented. The technical condition of those pillars in the basement of the swimming pool was defined as the risk of structural collapse. Numerous cracks and the occurrence of deformation of reinforcing bars were noticed. Three columns were damaged in basement rooms. First of all, the cause of damage was determined. The actual load carrying capacity of the built pillars was checked. To this aim, the geometry of the columns was checked first and the actual strength class of built-in concrete. It was found that all columns were made of concrete of the same strength class and good homogeneity of concrete, but this concrete did not meet the standard requirements as a construction material for reinforced concrete structures. The new supporting structure was designed in the form of four-leg cross-sections made of an isosceles angle profile. Due to structural damage, an additional safety factor was adopted, increasing the total load per pillar by 50%. This approach took into account the possible redistribution of loads in the building structure that occurred as a result of damages.
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Kuijpers, Jan, Dave Roberts, and John Napier. "Modelling of Brittle Pillar Behaviour." In First Southern Hemisphere International Rock Mechanics Symposium. Australian Centre for Geomechanics, Perth, 2008. http://dx.doi.org/10.36487/acg_repo/808_89.

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Sitti, Metin. "High Aspect Ratio Polymer Micro/Nano-Structure Manufacturing Using Nanoembossing, Nanomolding and Directed Self-Assembly." In ASME 2003 International Mechanical Engineering Congress and Exposition. ASMEDC, 2003. http://dx.doi.org/10.1115/imece2003-42787.

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This paper proposes three methods to fabricate synthetic gecko foot-hair high aspect ratio polymer micro/nanostructures. In the first method, nano-robotically indented templates are molded with liquid polymers, and the cured polymer is peeled off or etched away. Atomic force microscope and scanning tunneling microscope probe tips are used to emboss/indent flat wax surfaces, and silicone rubber micro/nano-bump structures are demonstrated. The second one uses a self-organized polycarbonate nano-pore membrane as the molding template. PDMS is molded into these micro/nano-pores under vacuum, and 1:2 and 1:9 aspect ratio pillar structures with 5 micron and 0.6 micron diameters are manufactured successfully. Finally, a directed self-assembly technique is proposed to grow regularly spaced and oriented micro/nano-pillars. Here, instability of a liquid polymer thinfilm under a DC electric field is used to grow nano-pillars, and stretching and shearing of the grown hairs enable high aspect ratio and oriented hair structures. These hair structures will be utilized as novel biomimetic dry adhesives in future miniature space and surgical robot feet.
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Buga, Arunas, and Raimundas Putrimas. "Twenty Years of Experience Running Calibration Baseline." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.171.

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The authors of the paper are sharing their 20 years of experience in using Kyviškės Calibration Baseline. The Kyviškės Calibration Baseline (1320 m) is the longest calibration baseline in Lithuania. The baseline is calibrated regularly with 5–7 years period. The first time these measurements were performed in 1997 and repeated in 2001, 2007, 2008 and 2014. The same Kern Mekometer ME5000 EDM (electronic distance measurement) instrument was used for all the measurements performed. By building additional pillar aside from the baseline pillars the Kyvišk2s Baseline was converted to a triangle-shaped test field in 2000. The results confirm good stability of the baseline, which is now used for calibration of the EDM instruments, total stations and GNSS (global navigation satellite system) receivers.
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Montaudon-Tomas, Cynthia María, and Ivonne Margarita Montaudon-Tomas. "Learning to transform: The pillar that reshapes education." In INNODOCT 2019. Valencia: Universitat Politècnica de València, 2019. http://dx.doi.org/10.4995/inn2019.2019.10141.

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Education is the key in mankind’s journey towards a free, just, and peaceful world; nevertheless, education policies fail to make the top of the lists containing government priorities. Taking into account Jacques Delors’ approach regarding the Four Pillars of Education, which appeared for the first time on the 1991 UNESCO Report, and in an attempt to address the need for socially-responsible global citizens, this paper looks at learning to transform as an additional pillar that can help anchor the educational experience in all aspects of the person’s life. The article explores the function of education, revises Delors’ contribution, attempts to define the renewed spirit of transformation, and explores learning to transform in four distinct stages: learn, reason, act, and reflect. It is through transformation and self-transformation that the learner can alternatively become a teacher while forging relations in groups of people.
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Izurieta, Alvaro, Alexander Albuja, Andres Brito, Wan Xuepeng, Feng Yuliang, Ivan Solis, Karina Proaño, and Nelson Ramirez. "Pillar Fracturing Production Enhancement Results for an Unconventional Calcareous Shale in Ecuador." In SPE Trinidad and Tobago Section Energy Resources Conference. SPE, 2021. http://dx.doi.org/10.2118/200987-ms.

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Abstract Economical production from low-permeability oil-saturated reservoirs has always been a challenge in a basin known for its mature assets. M2 limestone is a new challenge. To characterize, it was necessary to use the methodology based on shale plays, integrating information from different logs using a proprietary evaluation method. Applying pillar fracturing, creating stable voids between pillars, and hence, infinite-conductivity channels in geomechanically competent candidates resulted in economical production and proved reserves from a low-permeability calcareous shale. Geomechanics, mineralogy, and saturated intervals were addressed by using a combination of rock mechanical properties and mineralogy, carbon/oxygen logs, and X-ray diffraction (XRD) on drilling cuttings. Once the prospective zones in the M2 limestone intervals were selected, a conventional fracturing treatment was designed using a 3-D gridded simulator. The candidate well was evaluated for pillar fracturing by using results from geomechanics and the conventional fracture application. A pumping schedule that included pillar volume, spacer, and tail in stages was then designed. Results from the fracture simulator were loaded in a numerical reservoir simulator, and different development scenarios were evaluated. M2 limestone has shown production potential near areas where volcanic intrusion is present, or indicated hydrocarbon potential by oil shows observed on cuttings and high-gas readings during drilling. The data used for this project was collected during conventional reservoir development but had never been evaluated using an unconventional reservoir approach. XRD analysis and acid solubility tests confirmed that the reservoir does not contain a high-carbonate content nor acid solubility. Diagnostic Fracture Injection Test (DFIT) and minifrac analysis helped to define the size and fracturing technique to be used. Results from this work provided a better understanding of the reservoir; a development plan is needed to improve the investment return for this type of project. Geomechanical evaluation is fundamental to the application and design of pillar fracturing. This fracturing technique was selected because it used 43% less proppant than a conventional job, reduced risk of screen out, and provided higher productivity over a conventional fracturing job. This is the first time that pillar fracturing has been applied in this Ecuadorian reservoir. The production outcome proved reserves of 32°API oil and resulted in the largest fracturing job in Ecuador. Different development scenarios are proposed based on the results from this well. A complete workflow to characterize, design a hydraulic fracture job using proprietary geomechanical candidate selection criteria, and develop an unconventional calcareous shale is presented. The available data are the same as in a conventional reservoir, whereas the evaluation technique, as well as fracture design, is customized to this type of reservoir to attain economical production.
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Reports on the topic "Firts pillar"

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Emergency Contraceptive Pills: South East Asia Regional Training Manual. Population Council, 2005. http://dx.doi.org/10.31899/rh16.1016.

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This manual aims to equip Master Trainers with appropriate knowledge on emergency contraceptive pills that can be used by a woman to prevent an unwanted pregnancy within three days of unprotected intercourse or a contraceptive accident such as condom leakage. The manual discusses emergency contraceptive pills and the provision of related services. After a day’s training, Master Trainers will have the knowledge and skills necessary to train service providers and workers on emergency contraceptive pills. Clinicians and program managers who would like to provide services or information on emergency contraceptive pills would also benefit from the manual. The manual is divided into four sessions. The first session provides an overview of the demographic and reproductive health situation in South Asia and discusses the role of emergency contraception as a reproductive health intervention. The second session defines emergency contraception and discusses details of when and how emergency contraceptive pills should be taken. Service delivery guidelines are covered in the third session. The fourth session covers counseling on emergency contraceptive pills and frequently asked questions.
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