Emotional Intelligence Essay Example for Free

Emotional Intelligence Essay There are various ways in which the government can punish the criminal offenders or the civil offenders. This includes, fines, imprisonment, or corporal punishment. In punishing the offenders, the society aims at revenging, correcting the wrong doers, and acting as deterrence for others to commit same offence. The current preferred mode of punishment is aimed at correcting the offender rather than punishing them Due to the changing situations, many societies have changed the mode of traditional punishment that were imposed on offenders and opted for better humane terms, for instance, compensation. There are various kinds of compensation that can be imposed on an offender. These are, fines, restitution, and community service. Fines have been imposed in the United States and the Canadian courts as provided in the statutes (Encarta Library). The fines are widely used because many criminals do not have the money for the fines. Furthermore, fines imposed on criminals would not deter them from committing other criminal activities as they know that they can just pay fines and be let free. In restitution, the court will order the offender to compensate the offended for the crime that was committed against them. The damage might have been in form of psychological damage, physical or monetary. For the judge to pass restitution, the offended must initiate the process, for instance through providing such things as medical bills or any other forms of prove for the restitution to be passed. This sentence is important because it is considered to restore the offended back to the original position before the offence. Community service on the other hand is when an offender is sentenced to performed some duty in the society. The state can then use some of the funds saved due to community service to compensate the victims. This method is important in that it helps the administrative to save the amounts that would be used in prosecution, and gives the offender time to reform rather than being punished. Emotional intelligence  According to the initial definition given by Salovery and Mayer in 1989/90, emotional intelligence is â€Å"the ability to monitor one’s own feelings and emotions, the ability to monitor the feelings and emotions of others, and to use this information to guide future thinking and action†, (Stone, Parker and Wood, 2004). To cope with emotional uncertainties, an individual relies on the competency of emotional intelligence. To cope with environmental uncertainties, an individual relies on the competency of emotional intelligence. The components of emotional intelligence are Self-Awareness, Self-Regulation, Motivation and Empathy Social Skills. Emotional Intelligence in an organization. The current manager of the team is a nice, welcoming and harming person. He has been able to give room for the team members to air their different views and allow for each person’s views to be accommodated. This kind of democracy has given members of the team room to participate in all organizational matters. One of the weaknesses with the manager is that he is not able to build a strong teamwork spirit. This has been contributed with the fact that he has not put in place principles that can enable people to put aside their personal interest and concentrate on teamwork spirit. This has allowed many people to mix their personal matters with organizational matters. To be able to connect my team members to act as one team, the five principles of emotional intelligence are very important. First of all by self-awareness I will be able to know exactly my strength and weakness. I will have to try as much as possible to use my strength to achieve teamwork and control my weaknesses, it means having full self-regulation. Different situations leads to different mood, but as a team leader, personal moods should not prevail over the team sprit. Most of the goals of the team will only be achieved only if as a leader am motivated by building a strong organizational team and put aside such things as endeavor for money and prestige status. This will play an important role in motivating other employees to follow the example. It is also important put my self in other employee’s position so as to understand their emotions and help them to grow in the organization. This can all be achieved if as a leader in treat all the employees equally and develop a good communication with them. A team leader needs to have the ability to sway everyone’s emotions. â€Å"If people’s emotions are pushed towards the range of enthusiasm, performance can soar, if people are driven toward rancor and anxiety, they will be thrown off stride†, (Goleman, Boyatzis and McKee, 2004, pg5). this implies that the effect of a leadership role will go beyond only having a job well done. Therefore to apply the principles of emotional intelligence to achieve the organizational goals are important. For instance, the development of collective goals and objectives is important in an organization. This will enable all team members to put aside their personal endeavors to achieve organizational goals. Leaders can also be encouraged to instill â€Å"in others an appreciation of the importance of work activities; generating and maintaining enthusiasm, confidence, optimism, cooperation and trustencouraging flexibility in decision making and change; and establishing and maintaining a meaningful identity of the organization (Eintel Organization, N. d).

Kosovo Crisis :: essays research papers

Kosovo has encountered some hard times. Ethnic Albanians claim themselves to be the descendents of the ancient llyrians, Kosovo’s first inhabitants. The Serbs believe that Kosovo is the cradle of their history and culture. Both have different wants; the Serbs with to have â€Å"their† land while the Albanians, which make up ninety percent of the population, want an independent nation.   Ã‚  Ã‚  Ã‚  Ã‚  Many of the troubles evolved from World War II when the country was torn on whether or not to support tHitler and his movement. Since then the Albanians have cried for a free republic. The Kosovo Liberal Army resulted from Albanian attacks. The army was formed to perform terrorist attacks on this who didn’t wish to conform to the Kosovo government. Thus, North Atlantic Treaty Organization (NATO) involvement was imminent. The purpose of NATO’s involvement was to resolve the conflict as peacefully as possible. Their involvement, however, seems to be more of a cancer that a cure. Both side of the conflict turn their weapons of destruction not only on each other, but also onto NATO soldiers. Somewhat ironic, to prevent death we must send our brave men in to die. The conflict has been hard on the world, but more so on Kosovo itself. It is predicted that if the war doesn’t stop the two-sides will be fighting over nothing other than pride. The worldà ¢â‚¬â„¢s involvement into the conflict seems to have fueled the anger of both sides.   Ã‚  Ã‚  Ã‚  Ã‚  There are hundreds of people suck in the middle. Regular farmers have become heroes. Women starting orphanages for children who have been abandoned or lost their parents. One story is of a man that digs through the destroyed rubble searching for anything that could be of value to give to those less fortunate than he, and there aren’t many that are fortunate. Another is of those who have given their lives, which amounts to hundreds of stories related. There are those who don’t even want to be there such as the American G.I. who is ready and willing to gibe his or her life for those caught in the middle. Yet even though there is goodness in the torn country an official describes it as, â€Å"if five candles are burning and one is extinguished, the one not lit sticks out among the others. There is good in this place of anger, it has just been overlooked.†   Ã‚  Ã‚  Ã‚  Ã‚  The conflict continues, and every day another person is found risking a sacrifice for the good or the country or another person.

Computing in civil engineering proceedings of the 2011 ASCE International Workshop on Computing in Civil Engineering Essay

Studies of construction management address the phenomena of construction problems and explore the nature of construction technology. Manufacturing technologies are categorized into mass, unit and continuous process of productions. Construction technology is classified as a unit production through contrasting construction activities and fabrications. Although the efficiency of construction technology is low in terms of unit production, it is associated with benefits such as zero stocks and flexibility. This report provides a description of materials/techniques used in the current construction of modern domestic properties, industrial unit properties, their comparison and critical analysis of the performance of building structures. It also encompasses on the principles used by builders to perform their functions, characteristics and behaviour of internal materials used in the construction. People have been looking for efficient production systems since the industrial revolution. However, most projects are still built under traditional way of one-of-a-kind production. Application of IT in construction has also failed to produce the intended results. Therefore, nature of construction technology needs to be understood more in order to explain inefficiencies that are surrounding the technology and theory that solves the construction problems (Sarkar 2008). According to Daft (2004), technology refers to the tools, machines, actions and techniques used in transforming organizational information and materials (input) into products and services (output). 1.0 Construction technology                It involves the study of construction techniques to successfully achieve the design of the structure with the recommended specifications (Sabnis, 2011). It includes temporary work and study of construction equipment needed to facilitate the construction process. The recent trend is towards constructing taller and lighter buildings. In order to achieve such buildings, sophisticated equipment needs to be employed in the construction process. 1.1 Current construction techniques/materials                The current methods of construction provide important benefits to developers and housing authorities which reduces the emphasis of on-site activity. This criterion is important particularly in the time of increasing demand of an already stretched labour force. Any new implementation of doing things is faced with risks, but such risks can be mitigated through having good planning and project management. Yvette Cooper, a planning and housing minister quoted, â€Å"people must ensure that the new homes they are constructing are affordable to the next generations.† This report shows that it is easier to build cheaper and faster using modern construction techniques whilst keeping high quality of traditional methods. 1.1.1 Modern methods of construction (MMC)                Modern techniques of constructing houses developed as early as 1945 after WWII, it was used by most of the developed countries such as Germany during buildings fabrication after WWII. Later these techniques spread in many countries and they are commonly used in India during the construction process. As technology, construction knowledge and manufacturing processes increase so do the number of available methods of house construction increases to house builders. Modern Method of construction is a collection of new relatively construction techniques aimed at offering advantages over traditional methods (Altenbach, 2013). Conventionally, this is an area pioneered by self builders, mostly in terms of sustainable construction. As developers’ sticks continually to the proven construction techniques that satisfy buyer demand, self builders have been willing to research, try and invest something different so as to achieve individual homes that meet their need. In an effort of increasing housing demand, shortage of skills and the set targets by Code of sustainable homes, many governments are encouraging the house-building sector to develop and use MMC technique in an attempt to meet these challenges. Most of these modern construction techniques evolved from their traditional predecessors. Techniques such as structural insulated panels (SIPS) and thin joint systems with Air Crete blocks are part of the on going evolution of timber frame and masonry construction (Kuzio 2009). Other familiar techniques have developed in the larger scale commercial construction. This has brought alternatives with interesting qualities of house building. Development of steel frame systems and in-situ concrete techniques led to the development of insulated concrete forms (ICF). 1.1.2 Advantages of modern methods of construction Reduced impact on residents and effect of weather on production Controlled manufacture and reduced fuel consumption and disruptions as a result of fewer materials delivered. Reduced construction defects and time consumed. High quality buildings 1.1.3 Modern domestic properties 1.1.4 Illustrations                Larger construction components can be incorporated into either MMC dwellings or conventionally built. They are not full housing ‘systems,’ but they are factory made or site-assembled. This category comprises of the following components and sub-assemblies. This involves a series of assembled components and pre-fabricated ground beams to form quick and accurate foundations (Koerner 2005). These are pre-fabricated panels designed specifically for floor construction. Fewer on-site labour hours are needed per square meter of floor, and the reduced work at heights has safety and potential health benefits (Hearn 2012). It involves designed pre-fabricated panels specifically for pitched roofs. These panels are very stiff which are designed to leave the loft free of props and struts, thus allowing easy production of ‘room’ in the construction of the roof. These roof cassettes make the building become water weight more quickly than cut roof constructions or conventional trussed rafter. These are roofs assembled at ground level before the shell of the dwelling is constructed. It can be craned into place immediately the superstructure is in place hence creating a weather tight structure more quickly rather than assembling the roof in situ (Corum Scotland 2010). Factory made dormers are used to speed up the roof watertight making process. Pre-fabricated lightweight chimney stacks made from factories are mounted on the roof structure without using masonry flue, thus making them suitable for construction of a lightweight frame. These chimney stacks can accommodate flue liners hence functioning with combustion appliances. Wiring looms                Cabling systems are manufactured in a way that they can quickly be assembled with relatively unskilled labour. They are made of various lengths terminated with plugs that are plugged into sockets and other electrical items (Quinn 2008). Standards are critical steps from development and research to marketplace adoption. Today, many industries are faced not only with managing technological development march, but also with pressures of how to do so cost-effectively, efficiently and with environmental and public safety being in mind. The appearance, energy efficiency, component materials and habitable structures’ environmental impacts have dramatically changed over the last few years. This is as a result of successful standardization of processes, new materials and technologies. This section provides a sample of more recently developed shows and construction technologies, which has been facilitated by provision of the needed standards by ASTM international’s technical committees. These standards have swept off technologies of new construction to the drawing board and into the currently built environment. A Building’s Skin                5488940117475Exterior Insulation and Finishing Systems (EIFS) were used in Germany after WW II to resurface buildings that were damaged by the conflict ravages. They are lightweight, systems of multi-layer barrier that helps in keeping moisture from outer walls. With several components, from foam insulation panels fastened to the base and a substrate coat, to the finishing coat and reinforcing mesh, EIFS is a complex system with materials required to connect successfully for years so as to keep moisture at bay (Noble 2011). EIFS standards development has been the key role of ASTM international Committee E06 on buildings’ performance since 1990’s. Their subcommittee E06.58 on finishing systems and exterior insulation published its first EIFS standard, test methods used in determining breaking strength tensile of reinforcing mesh of glass fibre. This publication was for use in class PB finishing systems and exterior insulation, after it was exposed to sodium hydroxide solution in 2000. Stone masonry Veneer                548894093980The design freedom and cost savings offered by the products of stone masonry veneer have led to their increased use in architectural projects. In comparison to natural stone, manufactured stone veneers can be precisely colored, reinforced with steel, and have a predictable and durable life. The appearance consistency of the manufactured products makes repetitive use of materials as a trim or ornament economically feasible. Additionally, older structures can be renovated with manufactured veneer stones that replicate the deteriorating stone’s appearance (Gunn 2012). It is a technology in which sealant adhesives are used to attach the glass to a building. In the last 20years, structural glazing has experienced exponential growth. It has been in use in industrial construction and other city buildings all over the world. Wood-plastic Composites                Since 1990s, recycled plastic and wood waste has been used as environmentally friendly and economic alternatives for decks. Components such as cladding, railings, molding, siding and trim, door frames and window; and structures such as small park benches. Concrete, which have been in use for a long time in construction of roads and structures is developing in a way that make it less expensive, more varied, safer, easier use and even more environmentally friendly. For example, a self-consolidating concrete that flows into forms was proposed in 1980s’ theory by a Japanese scientist. It has recently become viable as it used in infrastructural projects around the world. It properties are achieved by applying high-range-water-reducing mixtures; it increases the total quantity of fines applying admixtures that modify its plastic state viscosity (Li 2011). The innovative building enclosures’ design relies less on past successful precedents than use of building science. This is a result of changes in methods and materials resulting from building innovation technology. Earlier building enclosures were only expected to provide a degree of environmental separation and be durable, but the recent structures must address issues like day lighting, energy efficiency, fire safety, thermal comfort, and indoor air quality and carbon footprint (Grondzik 2008). In half a century ago, wall performance requirements were outlined which are now applicable to all components and enclosure systems. The following are the major considerations that were identified: Rigidity and strength Control of heat flow Control of airflow Control of water vapour flow Liquid water control movement Durability and stability of materials Fire, aesthetic considerations and cost Since the time of Hutcheon, additional objectives such as environmental impact consideration associated with building materials and methods and the need to provide secure and safe buildings have been adopted. The acceptable requirements of wall performance were implicit within traditional materials and methods of construction. With the modern building science advent, they have become more explicit in response to technological innovation. The table below summarizes the requirements of contemporary performance and their corresponding assessment parameters. Moderator versus separator                A critical principle used in building science involves the difference between moderation versus environmental separation. For example, fire and smoke control movement is a strategy that attempts to completely separate fire and smoke from the indoor environment. The approach employs a fire-related assembly that fully controls leakage of smoke by virtue of the construction of its airtight and in some cases, the air pressures’ control between compartmentalized spaces. Moderation involves a strategy where the difference between outdoor and indoor severity environments is moderated within the tolerable threshold. For example, heat transfer control does not seek to minimize the rate to zero, but to a level that satisfies energy efficiency, comfort requirements, and the control of wetting/condensation. The following table summarizes the key control strategies for building enclosures’ design, which is involved in moderation strategy. A review of the corresponding control strategies and physical phenomena indicates the control of moisture migration is of the most important control function that needs to be addressed by designers. Problems of moisture in buildings are common and vary broadly in consequences and types. These consequences range from cosmetic flaws to structural failure and in some cases the occupants’ health can be affected adversely as in the case of mold growth leading to respiratory and allergic problems. 2.0 Range of construction forms 2.1 Provision and access of internal division of spaces within buildings                Service integration should be jointly considered by the architect/designer, service and structural engineers. The interface between the fabric and the structure together with the service installations can cause problems. These problems can be in terms of the need to have re-route services within the structural elements or the purpose of passing through those elements (Luraghi 2008). Both structural and non-structural integration methods should be considered. The following are some of the spaces and divisions that an architect needs to consider. They should be installed so as to provide access to a building roof. The installation and design of the anchorage and the attachment system for the ladders should be described in MMAH standard supplementary. Fuel-fired appliances should be installed in service rooms from the building’s remainder by fire separations with the fire rating resistance which is not less than one hour. A more than 600 mm high roof space needs to be provided with floor access immediately before the hatchway that is not less than 550 mm by 990 mm or by a stairway. It consists of duct spaces and ceiling, which is more than 600mm wide and 1200mm high, shall have inspection doors. It should not be less than 300mm in both vertical and horizontal dimensions placed so that the entire space or duct interior can be viewed (Kuzio 2009). A fabric is a material structure selection, engineering, proper design, installation and fabrication of all work together to ensure a sound structure (Foster 2010). The role of material in the structure’s performance makes the selection process important. This is true particularly with air-supported and tensile structures because their frames, as well as their membranes carry the load. Membrane materials                Fabrics are typically laminated and coated with synthetic materials for environmental resistance and greater strength. Most of the widely used materials are polyester coated or laminated with PVC, woven fiberglass that is coated with silicone or polytetrafluoroethylene (PTFE). Films, Meshes and other materials also have appropriate applications. Polyesters                It is the most frequently base material used due to its cost, durability, strength and stretch. They are coated or laminated with PVC films and thus they are the least expensive for long-term fabrications. Laminates consist of vinyl films over knitted or woven polyester meshes. Coated fabrics typically use a high-tensile, high-count coated fabric with a bondable substance at the base for extra strength. Lighter fabrics are commonly used insulated and acoustic liners suspended beneath an envelope of a structure. For long-term exterior application, heavier materials are needed: fabrics with top coatings of PVF or PVDF (Zhu 2011). These top coatings are responsible with providing a protective finish to withstand environmental degradation. Vinyl-coated polyester                It is a common fabric used when producing flexible structures, such as canopies, walkways, custom-designed awnings, smaller air-supported structures, tent hall and light member-framed structures (ManCuso 2012). Properties of building materials Group Properties Physical Shape, Density, Size, Specific Gravity etc., Mechanical Strength, Plasticity, Elasticity, Toughness, Hardness, Ductility, Brittleness, Stiffness, Creep, Impact Strength, Fatigue etc., Thermal Thermal conductivity, Thermal capacity, Thermal resistivity, etc., Chemical Corrosion resistance, Acidity, Chemical composition, Alkalinity etc., Optical Colour, Light transmission, Light reflection etc., Acoustical Sound absorption, Reflection and Transmission. Physiochemical Hygroscopicity, Swell and Shrinkage due to moisture changes 3.2 Comparison of materials/techniques used in construction                The use of steel in the residential construction and housing sector has grown rapidly over the last ten years. This has been facilitated due to the growing appreciation of the performance benefits arising from the nature of the off-site of the construction process, which is particularly important in mixed-use or urban buildings. Steel construction technologies of an off-site increase the speed of construction and improve the final quality of the building, and can add points to the Code for Sustainable Homes. The main steel market in this area is in multi-storey residential buildings, and mostly mix-use buildings. Domestic buildings versus industrial buildings                A building classified as domestic is one which an individual uses as a dwelling place and provides separate family living quarters for separate family units (Richardson 2008). On the other hand, building not used in connection with a residence and not located on the same parcel as a residence, it is classified as industrial property. Most of the industrial/commercial buildings have been using pre-fabricated construction such as ceiling panels, prefab wall panels, flooring system and plasterboards to create interiors of offices (Domone 2008). Prefab materials provide the option of buildings’ customizing for specific needs such as water and fire resistance and soundproofing. However, individual owners of homes have not yet gained enough confidence with prefab construction. This increases its demand for commercial spaces and from large developers but use by individuals in their homes is yet to gain popularity. 4.0 Critical review of how building structures perform                Organization structure may be considered the organization’s anatomy, providing the foundation in which the organization functions. Hall (1977) noted from simple observation that an organizational structure affects its members’ behavior. The particular building’s structure is a major determinant of the people’s activities within it. Hall suggested two basic functions of the structure each of which may affect organizational performance or individual behavior within the industry. First, they are designed at least to minimize or regulate individual variations’ influence on the organization (Brown and London 2000). Organizational structure is also the setting in which decisions are made, power is exercised, and organization’s activities carried out. Van de Ven (1976) highlighted the structure’s importance both at the subunit levels and the organization for the performance of organizations. Conclusion                Construction technology produces goods and provides services at the same time. The construction process is having low predictability and is highly uncertain. Many intermediate items are integrated and created by human operations with low standardization, mechanization and automation. The benefits of construction technology include high flexibility, zero stock, and satisfactory social needs. As these benefits appreciated, industry that is responsible with construction should consider improving integration of construction job site activities. Thus, we should examine and understand the construction technology fundamentally before successive e-construction programs and construction automation. References Altenbach, H. (2013). Advanced materials modeling for structures. Berlin: Springer. Brophy, V., & Lewis, J. O. (2011). A green Vitruvius: principles and practice of sustainable architectural design (2nd ed.). London: Earthscan. Domone, P. L., & Illston, J. M. (2010). Construction materials: their nature and behaviour (4th ed.). Milton Park, Abingdon, Oxon: Spon Press. Foster, J. S. (2010). Structure and fabric (6th ed.). Harlow: Longman Scientific & Technical. Grondzik, W. T. (2008). Principles of building commissioning. Hoboken, NJ: J. Wiley & Sons. Kuzio, T., Kravchuk, R. S., & Anieri, P. J. (2009). State and institution building in Ukraine. New York: St. Martin’s Press. Leatherbarrow, D. (2009). Architecture oriented otherwise. New York: Princeton Architectural Press. Luraghi, N. (2008). The ancient Messenians: constructions of ethnicity and memory. Cambridge: Cambridge University Press. Mancuso, C. (2012). Unsaturated soils research and applications. Berlin: Springer. Sabnis, G. M. (2011). Green building with concrete: sustainable design and construction. Boca Raton, FL: CRC Press. Sarkar, S. K., & Saraswati, S. (2008). Construction technology. New Delhi: Oxford University Press. Zhu, Y. (2011). Computing in civil engineering proceedings of the 2011 ASCE International Workshop on Computing in Civil Engineering, June 19-22, 2011, Miami, Florida. Reston, Va.: American Society of Civil Engineers. Gunn, S. (2012). Stone House Construction. Melbourne: CSIRO Pub.. Hearn, L., & Gray, K. r. (2012). Across the nightingale floor / [sound recording] (Unabridged. ed.). Minneapolis, MN: HighBridge. Koerner, R. M. (2005). Geosynthetics Research and Development in Progress (GRI-18) Geo-Frontiers 2005. Reston, Va.: American Society of Civil Engineers. Li, Z. (2011). Advanced concrete technology. Hoboken, N.J.: Wiley. Noble, J. A. (2011). African identity in post-apartheid public architecture: white skin, black masks. Farnham: Ashgate Pub.. Planning appeal by Corum Scotland Ltd: installation of air conditioning cassettes to roof level at 82 Hyndland Road, Glasgow : [letter]. (2010). Falkirk: Inquiry Reporters Unit. Quinn, J. (2008). An Evaluation of the Eclypse ESP Hand-Held Standing Wave Reflectometer. Ft. Belvoir: Defense Technical Information Center. Source document

T.E. Lawrence of Arabia British World War I Officer

Thomas Edward Lawrence was born in Tremadog, Wales on August 16, 1888. He was the second illegitimate son of Sir Thomas Chapman who had deserted his wife for his childrens governess, Sarah Junner. Never marrying, the couple ultimately had five children and styled themselves Mr. and Mrs. Lawrence in reference to Junners father. Earning the nickname Ned, Lawrences family moved several times during his youth and he spent time in Scotland, Brittany, and England. Settling in Oxford in 1896, Lawrence attended the City of Oxford School for Boys. Entering Jesus College, Oxford in 1907, Lawrence showed a deep passion for history. Over the next two summers, he traveled through France by bicycle to study castles and other medieval fortifications. In 1909, he journeyed to Ottoman Syria and traversed the region by foot examining Crusader castles. Returning home, he completed his degree in 1910 and was offered the opportunity to remain at school for postgraduate work. Though he accepted, he departed a short time later when the opportunity arose to become a practicing archaeologist in the Middle East. Lawrence the Archaeologist Fluent in a variety of languages including Latin, Greek, Arabic, Turkish, and French, Lawrence departed for Beirut in December 1910. Arriving, he began work at Carchemish under the guidance of D.H. Hogarth from the British Museum. After a brief trip home in 1911, he returned to Carchemish after a short dig in Egypt. Resuming his work, he partnered with Leonard Woolley. Lawrence continued to work in the region over the next three years and became familiar with its geography, languages, and peoples. World War I Begins In January 1914, he and Woolley were approached by the British Army who wished them to conduct a military survey of the Negev Desert in southern Palestine. Moving forward, they conducted an archaeological assessment of the region as cover. In the course of their efforts, they visited Aqaba and Petra. Resuming work at Carchemish in March, Lawrence remained through the spring. Returning to Britain, he was there when World War I began in August 1914. Though eager to enlist, Lawrence was convinced to wait by Woolley. This delay proved wise as Lawrence was able to obtain a lieutenants commission in October. Due to his experience and language skills, he was sent to Cairo where he worked interrogating Ottoman prisoners. In June 1916, the British government entered into an alliance with Arab nationalists who sought to free their lands from the Ottoman Empire. While the Royal Navy had cleared the Red Sea of Ottoman ships early in the war, the Arab leader, Sherif Hussein bin Ali, was able to raise 50,000 men but lacked arms. Attacking Jiddah later that month, they captured the city and soon secured additional ports. Despite these successes, a direct assault on Medina was repulsed by the Ottoman garrison. Lawrence of Arabia To aid the Arabs in their cause, Lawrence was sent to Arabia as a liaison officer in October 1916. After aiding in the defense of Yenbo in December, Lawrence convinced Husseins sons, Emir Faisal and Abdullah, to coordinate their actions with the larger British strategy in the region. As such, he discouraged them from directly attacking Medina as attacking the Hedjaz Railway, which supplied the city, would tie down more Ottoman troops. Riding with Emir Faisal, Lawrence and the Arabs launched multiple strikes against the railway and threatened Medinas lines of communication. Achieving success, Lawrence began moving against Aqaba in mid-1917. The Ottomans sole remaining port on the Red Sea, the town had the potential to serve as a supply base for an Arab advance north. Working with Auda Abu Tayi and Sherif Nasir, Lawrences forces attacked on July 6 and overran the small Ottoman garrison. In the wake of the victory, Lawrence traveled across the Sinai Peninsula to inform the new British commander, General Sir Edmund Allenby of the success. Recognizing the importance of the Arab efforts, Allenby agreed to provide  £200,000 a month as well as arms. Later Campaigns Promoted to major for his actions at Aqaba, Lawrence returned to Faisal and the Arabs. Supported by other British officers and increased supplies, the Arab army joined in the general advance on Damascus the following year. Continuing attacks on the railway, Lawrence and the Arabs defeated the Ottomans in the Battle of Tafileh on January 25, 1918. Reinforced, the Arab forces advanced inland while the British pushed up the coast. In addition, they conducted numerous raids and provided Allenby with valuable intelligence. During the victory at the Megiddo in late September, British and Arab forces shattered the Ottoman resistance and began a general advance. Reaching Damascus, Lawrence entered the city on October 1. This was soon followed by a promotion to lieutenant colonel. A strong advocate for Arab independence, Lawrence relentlessly pressured his superiors on this point despite knowledge of the secret Sykes-Picot Agreement between Britain and France which stated the region was to be divided between the two nations after the war. During this period he worked with noted correspondent Lowell Thomas whose reports made him famous. Postwar Later Life With the conclusion of the war, Lawrence returned to Britain where he continued to lobby for Arab independence. In 1919, he attended the Paris Peace Conference as a member of Faisals delegation and served as a translator. During the conference, he became irate as the Arab position was ignored. This anger culminated when it was announced that there would be no Arab state and that Britain and France would oversee the region. As Lawrence was becoming increasingly bitter about the peace settlement, his fame greatly increased as a result of a film by Thomas which detailed his exploits. His feeling on the peace settlement improved following the Cairo Conference of 1921 which saw Faisal and Abdullah installed as the kings of newly-created Iraq and Trans-Jordan. Seeking to escape his fame, he enlisted in the Royal Air Force under the name John Hume Ross in August 1922. Soon discovered, he was discharged the following year. Trying again, he joined the Royal Tank Corps under the name Thomas Edward Shaw. Having completed his memoirs, entitled ​Seven Pillars of Wisdom, in 1922, he had it published four years later. Unhappy in the RTC, he successfully transferred back the RAF in 1925. Working as a mechanic, he also completed an abridged version of his memoirs entitled Revolt in the Desert. Published in 1927, Lawrence was forced to conduct a media tour in support of the work. This work provided ultimately provided a substantial line of income. Leaving the military in 1935, Lawrence intended to retire to his cottage, Clouds Hill, in Dorset. An avid motorcycle rider, he was severely injured in a crash near his cottage on May 13, 1935, when he swerved to avoid two boys on bicycles. Thrown over the handlebars, he died from his injuries on May 19. Following a funeral, which was attended by notables such as Winston Churchill, Lawrence was buried at Moreton Church in Dorset. His exploits were later retold in the 1962 film Lawrence of Arabia which starred Peter OToole as Lawrence and won the Academy Award for Best Picture.