53 research outputs found
Culture Clashes At Mehta Investment Group: A Case Study
The case study is about a small multinational financial investment firm located in England with over $43 millions in net profit and employs over 500 people. Thirteen employees of the firm have complained about the display of a “Swastika” by co-workers in the workplace. The company is faced with the challenges associated with diverse workforce with different nationalities, cultural values, and religious beliefs, and legal complications in the European Union.
Business Administration And Computer Science Degrees Earnings, Job Security, And Job Satisfaction
This paper examines the potential of business administration vs. computer science degrees in terms of earnings, job security, and job satisfaction. The paper focuses on earnings potential five years and ten years after the completion of business administration and computer science degrees. Moreover, the paper presents the income changes with promotion and lifetime earnings expectations of both the business administration and computer science graduates
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Enterprise resource planning growth in India: A global competitive advantage (part II)
The increasingly sophisticated and competitive Indian economy is faced with life in the global fast lane. The transition to an open economy has thrust India into the information age, an age that is forcing Indian firms to cope with a deluge of new information relationships. In order to keep up with the global advances, numerous Indian industries are implementing or considering ERP to compete in the global business environment. Several examples of successful implementation of Enterprise Resource Planning in India are discussed
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Information revolution: Impact of technology on global workforce
This paper explores the promises and perils of the Information Revolution and addresses the complex issues such as global labor force, impact of technology on both industrialized and third-world countries. The paper discusses the beneficiaries and losers of the information revolution and an outlook for global employment in the 21st century
A Numerical Simulation Approach for Investigation of the Pressure Coefficient on the Main Building at the Hill’s Top Under the Interference.
The majority of the time, existing codes and standards are used to predict wind loads on structures. The criteria of these standards are based on a wind tunnel test that was done on a single building. On the other hand, buildings rarely stand alone. Wind loads on the principal building are increased or decreased as a result of interference effects caused by interfering buildings. A numerical simulation using ANSYS Fluent 2020 R1 is used in this research to investigate the impact on wind pressure on main building under the interference condition on the hill's top. The external average pressure coefficient on main building on hill’s top are determined in the presence of interfering building with varying height ratios of 0.5, 0.75, 1.0, and 1.25, and spacing to width ratios of 0.5, 1.0, 1.5, and 2.0 on 3-D hill. The pressure coefficient decreases as the height of the interfering building rises, showing an increase in the shielding effects of the structure in the vicinity. Nevertheless, when the height of the interfering building is 0.5 of the height of the main building, it is found that the shielding effect has a significant impact on the main building. Because of its placement at the top of the hill, found a significant difference in the pressure coefficient on the rear face of the main building
A Numerical Simulation Approach for Investigation of the Pressure Coefficient on the Main Building at the Hill’s Top Under the Interference.
The majority of the time, existing codes and standards are used to predict wind loads on structures. The criteria of these standards are based on a wind tunnel test that was done on a single building. On the other hand, buildings rarely stand alone. Wind loads on the principal building are increased or decreased as a result of interference effects caused by interfering buildings. A numerical simulation using ANSYS Fluent 2020 R1 is used in this research to investigate the impact on wind pressure on main building under the interference condition on the hill's top. The external average pressure coefficient on main building on hill’s top are determined in the presence of interfering building with varying height ratios of 0.5, 0.75, 1.0, and 1.25, and spacing to width ratios of 0.5, 1.0, 1.5, and 2.0 on 3-D hill. The pressure coefficient decreases as the height of the interfering building rises, showing an increase in the shielding effects of the structure in the vicinity. Nevertheless, when the height of the interfering building is 0.5 of the height of the main building, it is found that the shielding effect has a significant impact on the main building. Because of its placement at the top of the hill, found a significant difference in the pressure coefficient on the rear face of the main building
Underground Corrosion by Microorganisms Part II : Role of Anaerobic Sulphate Reducing Bacteria-Desulfotomaculum SP
During the course of studies on the corrosion causing soil microflora from different geoclimatic regions of India, several strains of anaerobic sulphate reducing bacteria belonging to genus Desulfotomaculum were isolated and characterised. Their corrosive action on mild steel, galvanised iron and structural aluminium, the three main metals of construction of underground structures, have been studied under laboratory conditions
Underground Cordon by Microorganisms-Part-III Role of Soil Inhabiting Actinomycetes
Certain strains of soil inhabiting actinomycetes were found to substantially corrode aluminium alloy (54-S) which has bscn found tobe more resistant to bacterial or fungal corrosion in our earlier studies.These strains did not produce any corrosion on the mild steel and galvanised iron panels which were heavily corroded by bacteria and fungi. The corrosive isolates have been partialiy characterised after their isolation and purification. The extent of corrosion caused by eachstrain has been determined
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