The misconception of political lessons : how UMNO perceives the fall of LDP in Japan

2012 marks the thirtieth anniversary of Malaysia’s Look East Policy (LEP). This article argues that the strong relationship between Malaysia and Japan is stimulated by symbiotic ties binding together both countries’ respective major political parties, viz. the United Malays National Organisation (UMNO) and the Liberal Democratic Party (LDP). UMNO, especially under the leadership of Prime Minister Mahathir Mohamad (1981-2003), derived political lessons from developments affecting LDP in Japan. Two forms of lessons may be discerned. First, emulation of Japan’s success in economic development, which become the basis of LEP launched in 1981. Second, on which our article focuses, lessons from the failure of LDP to retain power twice in 1993 and 2009. Since 1993, DP’s defeat has been a poignant reminder for UMNO to be in alert mode in facing any electoral possibility. When LDP was again ousted from power in 2009, UMNO was a most psychologically affected party owing to the unprecedented setback it suffered at Malaysia’s Twelfth General Elections (GE) of 2008. Yet, although LDP’s reversal of fortunes served as a landmark for UMNO in situating changes to its trajectory since 1999, the analogical reasoning and political lessons applied by UMNO leaders were, to a large extent, flawed. Arguably, politicians frequently do misjudge in analogising between different situations which at a glance seem to be comparable.

Otimização de um protocolo para micropropagação da oliveira Ascolano 315

O objetivo foi induzir a multiplicação em explantes de oliveira. Para tanto, foram utilizados segmentos nodais de aproximadamente 2 cm, sem folhas, oriundos de plântulas da variedade Ascolano 315 mantidas in vitro. Os segmentos foram excisados e inoculados em tubos de ensaio contendo 15 mL do meio de cultura Olive Medium (OM) suplementado com 2 g L-1 de carvão ativado, quatro concentrações de 6-benzilaminopurina (BAP) e quatro concentrações de água de coco verde, solidificado com 5,5 g L-1 de ágar e pH ajustado para 5,8 antes da autoclavagem. O meio de cultura foi autoclavado a 121 ºC e 1 atm durante 20 minutos. O delineamento experimental foi inteiramente casualizado, em esquema fatorial 4 x 4. Durante 70 dias, os explantes foram mantidos em sala de crescimento a 25 ± 1ºC, intensidade luminosa de 32 ì mol m-2 s-1 e fotoperíodo de 16 horas. O meio de cultura OM adicionado de 1,0 mg L-1 de BAP e 100 mL L-1 de água de coco proporcionou maior comprimento e biomassa fresca da parte aérea. Maior número de raízes foi obtido com 0,5 mg L-1 de BAP associado a 25 mL L-1 de água de coco. O aumento da concentração de BAP e da dose de água de coco incrementa a biomassa dos calos formados.

Jornal da UNESP, 2015, ano XXXI, n. 315 

Jornal elaborado pela Assessoria de Comunicação e Imprensa da Reitoria da UNESP

Implementation of Reed-Solomon RS (255,239) Code

In this paper the construction of Reed-Solomon RS(255,239) codeword is described and the process of coding and decoding a message is simulated and verified. RS(255,239), or its shortened version RS(224,208) is used as a coding technique in Low-Power Single Carrier (LPSC) physical layer, as described in IEEE 802.11ad standard. The encoder takes 239 8-bit information symbols, adds 16 parity symbols and constructs 255-byte codeword to be transmitted through wireless communication channel. RS(255,239) codeword is defined over Galois Field GF and is used for correcting upto 8 symbol errors. RS(255,239) code construction is fully implemented and Simulink test project is constructed for testing and analyzing purposes.

Distribución de radionúclidos naturales (7Be y 210Pb) y antropogénicos (137Cs y 239,240Pu) en el Océano Ártico

La distribución de los radionúclidos (7Be, 137Cs, 210Pb y 239,240Pu) en los diferentes compartimentos (columna de agua, sedimentos del fondo y hielo) depende no sólo de las propiedades fisicoquímicas del propio radionúclido, sino también de los procesos que tienen lugar en el Océano Ártico. El hielo marino desempeña un papel relevante en la dispersión de los radionúclidos desde las áreas de formación del hielo a lo largo del Ártico debido a la liberación de éstos durante su tránsito o definitivamente en las áreas de ablación, especialmente en el Estrecho de Fram. Además, el hielo durante su deriva incorpora radionúclidos debido a la deposición atmosférica. Los radionúclidos conservativos (137Cs) permanecen disueltos en la columna de agua, mientras que los reactivos (210Pb e isótopos de Pu) se hallan predominantemente en los sedimentos de las plataformas continentales. En cambio, en las cuencas árticas centrales la mayor parte se encuentran en la columna de agua debido a la limitación en el arrastre por parte de las partículas (scavenging). En el Estrecho de Fram, como resultado de la liberación masiva de sedimentos se activa el proceso de scavenging y se observa como los inventarios de todos los radionúclidos estudiados en sedimentos aumentan en comparación con los valores de las cuencas centrales árticas. El inventario de radionúclidos en sedimentos del hielo (SIS) presenta valores inferiores a los otros compartimentos pero no es despreciable por la relevancia de la dispersión.

Drugs Alcohol Report NI review (PDF 239 KB)

Review of the Northern Ireland Alcohol and Drug Strategies. March 2005.

Nursing & Midwifery Workforce Planning - Final Report Sept 05 (PDF 239 KB)

Nursing & Midwifery Workforce Planning - Final Report Sept 05

Load Ratings For Secondary Bridges Final Report Highway Research Advisory Board Project HR-239, May 1991

Load Rating: . , :Evaluation of the capacity of a bridge to carry vehicle Inventory Rating: Lbad level which can safely utilize the bridge for an indefinite period of time Operating Rating: Absolute maximum permissible load level for the bridge A load rating states the load in tons which a vehicle can impose on a bridge. Changes in guidelines, standards, and customary uses of bridges require analyses of bridges to be updated and re-evaluated. In this report, twenty-two secondary bridge standards for three types of bridges are rated for the AASHTO HS20-44 vehicle configuration and three typical Iowa legal vehicles

Load Ratings for Standard Bridges, HR-239 Phase IV, 2008

In this report, sixteen secondary and primary bridge standards for two types of bridges are rated for AASHTO HS20-44 vehicle configuration utilizing Load Factor methodology. The ratings apply only to those bridges which: (1) are built according to the applicable bridge standard plans, (2) have no structural deterioration or damage, and (3) have no added wearing surface in excess of one-half inch integral wearing surface.

Load Ratings for Standard Bridges, HR-239 Phase III, 1998

In this report, 25 secondary bridge standards for three types of bridges are rated for the AASHTO HS20-44 vehicle configuration and five typical Iowa legal vehicles. The ratings apply only to those bridges which: (1) are built according to the applicable bridge standard plans, (2) have no structural deterioration or damage, and (3) have no added wearing surface in excess of 0.5-in. (1.27-cm) integral wearing surface. Appendix A contains the results of the original October 1982 report on load ratings for standard bridges.

Iowa Development of Rubblized Concrete Pavement Base - Mills County, HR-315, 1995

Iowa counties have tried to rehabilitate deteriorating portland cement concrete (PCC) pavements with standard overlays, placement of engineering fabric, rock, open graded bituminous mixes and cracking and seating. While these methods prolong the life of the road, the cracks in the old pavement have eventually reflected to the surface. One possible alternative for rehabilitating severely deteriorated roads and preventing reflective cracking is the rubblization process. The objective of this research project was to rehabilitate and evaluate a severely deteriorated PCC roadway using a rubblization process. A 3.0 km (1.9 mi) section of L63 in Mills County was selected for this research. The road was divided into 16 sections. A resonate frequency vibration pavement breaker was used to rubblize the existing pavement. The variables of rubblization, drainage, and ACC overlay depths of 75 mm (3 in.), 100 mm (4 in.), and 125 mm (5 in.) were evaluated. The research on rubblized concrete pavement bases support the following conclusions: (1) The rubblization process prevents reflective cracking; (2) Edge drains improved the structural rating of the rubblized roadway; (3) An ACC overlay of 125 mm (5 in.) on a rubblized base provided an excellent roadway regardless of soil and drainage conditions; (4) An ACC overlay of 75 mm (3 in.) on a rubblized base can provide a good roadway if the soil structure below the rubblized base is stable and well drained; and (5) The Road Rater structural ratings of the rubblized test sections for this project are comparable to the nonrubblized test sections.