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About faculty of Engineering

Faculty of Engineering

The Faculty of Engineering, University of Tripoli, was established in 1961 in the name of the “Faculty of Higher Technical Studies” within the program of scientific and technical cooperation with the United Nations Educational, Scientific and Cultural Organization UNESCO. Thus, this makes it the first engineering college in Libya. In 1967, it was included to the University of Libya under the name of the Faculty of Engineering. In 1972, the Faculty of Petroleum Engineering established. However, it then was then included to the Faculty of Engineering, and elements from the Faculty of Science, University of Tripoli in 1973. In 1978, the Faculty of Nuclear and Electronic Engineering was created. In 1985 the Faculty of Petroleum Engineering was merged with the Faculty of Engineering within the framework of linking the colleges and higher institutes with engineering research centers. The Faculty of Nuclear and Electronic Engineering was then added to the Faculty of Engineering in 1988.

 

The Faculty of Engineering has a pioneering role in the scientific career, its role is increasing significantly in line with the technical development, especially in the fields of communication and informatics engineering. In addition, it also following new developments with their applications in the engineering sector, along with permanent and renewable energy, modern methods of construction and architecture and their environmental impacts. In response to this development, the Faculty of Engineering undertook changes in its educational curricula and academic structure by growing from a faculty with four departments since its inception to become a group of thirteen departments in order to meet the desires and requirements of the Libyan society and to achieve its goals and aspirations for progress. Accordingly, the study system in the Faculty has evolved from the academic year system to term-based system.

 

The expansion of the academic fields in the Faculty undoubtedly requires expansions in the facilities that accommodate the increasing numbers of students which have reached twelve thousand in recent years. This development will include halls, laboratories and other advanced capabilities and equipment, including computers and research measuring devices.

 

The Faculties consists of the following departments: Department of Civil Engineering - Department of Mechanical and Industrial Engineering - Department of Electrical and Electronic Engineering - Department of Computer Engineering - Department of Architecture and Urban Planning - Department of Petroleum Engineering - Department of Chemical Engineering - Department of Geological Engineering - Department of Mining Engineering - Department of Aeronautical Engineering - Department of Naval Engineering and Ship Architecture - Department of Nuclear Engineering - Department of Materials and Mineral Engineering - Department of Engineering Management "Postgraduate studies".

 

These departments carry out their specialized scientific tasks in accordance with the relevant laws, regulations and decisions, which include in their entirety:

 

-          Academic supervision of students in terms of registration, teaching and evaluation.

-          Follow-up of research, authoring and translation programs.

-          Preparing and holding specialized scientific conferences and seminars.

-          Preparing and reviewing academic curricula to keep pace with scientific progress and the needs of society.

-          Providing specialized scientific advice to productive and service institutions in society.

-          Conducting scientific and practical studies in the field of research to solve relevant community problems.

-          Contributing to developing plans and proposals for managing the educational process in the Faculty and departments.

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278

Publications

326

Academic Staff

9723

Students

558

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Who works at the faculty of Engineering

faculty of Engineering has more than 326 academic staff members

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Prof.Dr. MOHAMED SALEH GUMA OUN

محمد صالح عون هو احد أعضاء هيئة التدريس بقسم الهندسة الميكانيكية والصناعية بكلية الهندسة. يعمل السيد محمد صالح عون بجامعة طرابلس كـأستاذ منذ مايو 2019 وله العديد من المنشورات العلمية في مجال تخصصه

Publications

Some of publications in faculty of Engineering

أنواع الأحمال وأساليب التنفيذ المعتمدة بالمباني العالية

تشهد الجماهيرية في هذه الأيام نهضة معمارية كبيرة حيث يتم التخطيط والتصميم والتنفيذ لمباني شاهقة، وهذا النوع من المنشآت يتميز بخصوصيات من حيث الأحمال المؤثرة عليها وكذلك في اختيار أساليب وطرق تنفيذها. إن تقدير الأحمال المؤثرة من رياح وزلازل وغيرها في هذه المنشآت ليحتاج إلي فرضيات دقيقة وتحليلات خاصة وتصاميم متطورة مع استخدام تقنيات لمواد إنشائية حديثة، كل هذا يصاحبه برامج تنفيذية متطورة من حيث طرق التنفيذ وتجهيزات الإنشاء. كل ذلك بهدف توفير الأمان والإسراع في التنفيذ و التقليل من الكلفة وتقديم المستوى الأعلى من حيث الجودة والمتانة والديمومة. إن الفهم الدقيق للأسس المعتمدة في تحديد نوع الأحمال المؤثرة على المنشآت العالية وكذلك الأساليب الإنشائية المتطورة تساعد على تحديد الأثر الفاعل من قوى وعزوم وغيرها وبالتالي يمكن استحداث أو تطوير نظريات التصميم لمثل هذه المنشآت لضمان سلامتها وإطالة عمرها واقتراح أساليب الصيانة اللازمة لها. كما أن التطور التقني في التجهيزات المستخدمة في الإنشاء يمكن من إعداد برامج تنفيذية متطورة ومتميزة تعطى كفاءة عالية في الجودة والسرعة في التنفيذ والتقليل من الكلفة. هذا المشروع سيعطي خلفية علمية حول تحديد تأثير الأحمال المؤثرة على المباني العالية والاعتبارات التصميمية للتشطيبات والنواحي الإنشائية المعتمدة مع التطرق إلي الأساليب المتطورة في أساليب التنفيذ. Abstract Jamahiriya is witnessing these days, where the great renaissance of architectural planning, design and construction of high-rise buildings. These types of structures are surely special structures. Their specialty comes from the type of loads acting on it and methods of analyzing forces and the deformations due to these forces. The design Considerations are surely different from the simple structures because its complexity. The development of the new different construction materials and equipment lead to adopt special analysis, design and construction methods. The understanding of the approved basis for determination of the acting loads on high-rise buildings and the advanced structural design methods all these help the analysis to give the effective action of forces and moments and others, these lead to develop new theories of design to assure more safety and durability, in the same time to suggest methods of construction with les cost and higher efficiency. Also the technical development in construction, equipment used help to arrange distinguished advanced and execution programs. That gives high efficiency in quality and reduction of construction time, which leads to reduce the total costs.The study will present scientific background about the estimation of the acting loads on the high-rise building and about the design consideration, which are adopted by leading in specifications, in the same time the study will overview the advanced construction programs.
العجيلي ميلود غبار (2009)
Publisher's website

Modelling of Call Admission Control in 3G Cellular Mobile Networks

Mobile terminals allow users to access services while on the move. This unique feature has driven the rapid growth in the mobile network industry, changing it from a new technology into a massive industry within less than two decades. In this thesis, we address admission control problems in a cellular wireless environment. The admission control is responsible for deciding whether an incoming call or connection can be accepted or not, which are based on the available codes . We provide an extensive survey of the existing admission control algorithms. The issues related to and the approaches for designing admission control in third generation(3G) cellular wireless networks are discussed. An admission control method considering the quality of service(QoS) requirements in wireless is presented along with an analytical traffic model for the Universal Mobile Telecommunication Systems(UMTS). In 3G networks we have dynamic capacity that depends on the interference levels in the covered area and the number of active users. This implies that the distance of a mobile user from the base station, which is called Node B, is also an important factor because of the signal fading. The first part of this work is an algorithm written in C++ programming language that distributes users in different zones assuming that the cell area is divided into Z virtual zones, where Z depends on the number of users. In the rest of this thesis we present a simulation model for the Universal Mobile Telecommunication Systems(UMTS). For validation purposes, we have developed a much more detailed simulation of the system written in C language. The results of the mathematical model showed that, a product form equilibrium distribution holds in the case of two cells. Theses results are used to validate a simulation, and to show that the behaviour of the system is similar to that in the mathematical model. Once the product form of Jackson’s Theorem is known to hold, then it is possible to go to a more advanced stage to analyze the 3G network, and to get the performance measures, which will help in making decisions at the design stage of a network. To be more realistic, we used traffic distributions in the simulator, where a user can generate world wide web sessions(www), file transfer sessions, and Emails. These followed recommendations in the ETSI standard and further demonstrated the feasibility of the model.
Wael Saleh Abughres(7-2008)
Publisher's website

Monte Carlo modeling of 6 MV photon beam produced by the elekta precise linear accelerator of Tripoli medical center using beamnrc/dosexyznrc

The 6MV photon beam production by the Elekta Line accelerateur of Tripoli of medical center (TMC) was modeled using Beamnrc and Dosexyzne Monte Carlo codes. The Beamnrc code was used to model the accelerator head and generate phase files. The phase space files were then used as input to the Dosexyzne code to simulate octogenarian deth dose and beam profiles. simulation were first stared using nominal provided by the vendor, a field size of 10x10cm2 and Source to surface distance (SSD) of 100 cm. simulation were compared with experimental data and energy tuning procedures were applied to validate the model. Energy tuning procedures indicated that the nominal energy of 6 MV and a FWHM of the Gaussian distribution of the source of 0.35 cm were the optimal energy and FWHM for the model. The depth of maximum dose at 6 MV was found to be 1.5 cm. The percentage relative differences between calculated and experimental Pdd(s) ranged from 0.5% to 3% for field size of 10cm2 and reached a value of 8% at depths greater than 20cm, The model was later used to calculate PDD(s) and beam profile and output factors for different field size ranging from 3x3cm2 to 25x25cm2. Calculated output factors were in good agreement with experimental values (the percentage relative differences ranged from 1% to 4%). (Author) arabic 42 English 152
Karima Elmasri, Tawfik Giaddui(12-2012)
Publisher's website

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