Abstract:

The construction of residential buildings in the state of Libya has become increasingly expensive, necessitating cost-effective design solutions. Structural engineers play a critical role in reducing construction costs while ensuring safety and efficiency. One approach to achieving an optimal design is minimizing the dimensions of structural elements ,a critical factor influencing structural performance and economy is the rigidity of beam-to-column connections, which significantly affects deformations and then internal forces. According to beam bending theory, bending moments and shear forces are directly proportional to deformation. Therefore, reducing primary curvature leads to a decrease in design moments, allowing for more economical structural sections. This study investigates the impact of considering partial rigidity in beam-to-column connections within reinforced concrete (RC) frame, particularly for single-story buildings. In conventional structural design, connections are often assumed to be either fully rigid or fully pinned, neglecting partial rigidity effects. This oversimplified modeling approach results in overdesign and increased material consumption, deviating from sustainability principles. The research use SAP2000 structural analysis software to assess various degrees of connection rigidity and their influence on member deformation. The findings indicate that incorporating realistic connection rigidity can reduce beam deformation by up to 20% (at 0.7 rigidity) , leading to smaller and more cost-effective frame sections. Furthermore, common construction methods in the state of Libya inherently provide a certain degree of rigidity at beam-to-column interfaces, yet current design practices often overlook this advantage. This study underscores the importance of optimizing beam-to-column connection rigidety to enhance structural performance, reduce material usage, and align with sustainable design principles. The findings contribute to improving cost efficiency in RC frame construction, providing valuable insights for engineers seeking to optimize structural design in residential buildings

Keywords:Beam-to-Column,Connection, Sustainability, Optimum Design , Rigidety

The electric power system network has become more self-sufficient and less dependent on fossil fuel-based units due to the increasing integration of renewable energy resources. It is crucial to have an efficient method or technology for managing the system’s economics, security, reliability,  environmental damage, and the un- certainties that come with fluctuating loads. In this context, this paper utilizes a framework based on probabi- listic simulation of a demand-side management approach and computational intelligence to calculate the optimal value of saving utility cost (SUC). Unlike traditional methods that dispatch peak-clipped resource blocks sequentially, a modified artificial bee colony (MABC) algorithm is employed. The SUC is then reported through a sequential valley-filling procedure. Consequently, the SUC is derived from the overall profitability of the gen- eration system and includes savings in energy costs, capacity costs, and expected cycle costs. Further investi- gation to obtain the optimal value of SUC was conducted by comparing the SUC determined directly and indirectly, explicitly referring to the peak clipping energy of thermal units (PCETU). The comparisons utilized the MABC algorithm and a standard artificial bee colony, and the results were verified using the modified IEEE RTS- 79 with varying peak load demands. The findings illustrate that the proposed method demonstrated robustness in determining the global optimal values of SUC increments, achieving increases of 7.26 % for 2850 MW and 5 % for 3000 MW, compared to indirect estimation based on PCETU. Moreover, SUC increments of 18.13 % and 25.47 % were also achieved over the conventional method.

Abstract—In the current landscape of power system utilities, ensuring stability and reliability is more crucial than ever, highlighting the  importance of your expertise and contributions. Protecting transmission lines is essential for  maintaining these key attributes in power delivery. This study introduces an innovative approach  using wavelet transform (WT) to an effective wavelet transform (WT) approach. Detect and classify  transmission line faults. The unique capabilities of wavelets make them ideal for addressing  transient disturbances in power systems. Our algorithm utilizes the discrete wavelet transform  (DWT) to extract the three-phase current signal in the case of a single line-to-ground fault.  Carefully selecting the Daubechies4 mother wavelet significantly enhances our ability to gather  helpful information about fault conditions. The classification process is based on careful  calculation. The absolute sum of the signal details at level 2 over a single cycle window provides  precise insights. We employed Power System Computer-Aided Design / Electromagnetic Transients with  DC (PSCAD/EMTDC) to generate the three-phase current signal in a tested 230 kv transmission system.  The simulation results robustly demonstrate that our proposed algorithm excels in detecting and  classifying both faulted and healthy phases, ensuring a future of heightened reliability in power  systems.

ABSTRACT: This paper focuses on using natural language processing (NLP) in chatbots to manage stress in war-affected countries. A Java-based chatbot was designed to alleviate stress using two algorithms: TextRank and Stanford_CoreNLP. The problem was solved by integrating different languages using a plugin. The chatbot was tested with fifteen people and received positive feedback. Modifications were made based on user feedback, with journaling being a winner. However, the chatbot faced limitations like a lack of Arabic language support and voice chat features.

This study highlights the simulation of a hypothetical fracture in the largest beam tube connected to the core of the Tajoura Nuclear Research Centre's (TNRC) reactor with low enrichment uranium, which produces a maximum thermal power equal to 9.7MW. This study was conducted for the purpose of evaluating the safety of the reactor core when the fracture occurs. The reactor core is cooled in normal operation by downward pumping of coolant (light water) and forced convection, while the reactor core is cooled by natural convection when the cooling pumps stop and after the emergency tank is filled to extract the decay heat. As a result of the temperature difference between the water in the reactor core and the reactor pool, and as a result of the density difference, a reverse flow of coolant occurs in the upward direction. When a break occurs in one of the beam tubes, the Loss of Coolant Accident (LOCA) is started. Consequently, the water level will decrease, and when it reaches 7.4 meters, the cooling pumps will coast down, and thus the SCRAM takes place at the reactor. Because the beam tubes are located in the middle of the reactor core, the water level in the reactor pool will continue to decrease until the denudation of the core takes place when the reactor core is denudated and exposed to air. In this case, the reactor is cooled by two means of heat transfer: natural convection and radiation. Radiation takes place at high temperature differences, in this case, most of heat transfer occurs by natural convection. The MATLAB program was used in this study to perform hydraulic calculations over time in the hottest cell in the reactor core. The results showed that the surface temperatures of the clad exceed the maximum temperature allowed for the surface of the clad (102°C). The temperatures obtained in the surface clad (Aluminum) were compared with the melting temperature, which is 660°C, and it was found that at time 260 sec the clad surface temperature exceeds the melting point. Therefore, it was noticed that when the reactor core is exposed to the air, there is no ability to remove the decay heat by natural convection nor radiation. Thus, temperatures will rise, which will lead to fuel deterioration. To avoid this, it is better to operate the reactor at lower powers thus the decay heat becomes less. In addition, closing the shutters of the beam tubes when the breakage occurs to reduce the amount of leakage and loss of the coolant.

This study is about conducting an economic comparison for establishing small and modular or large reactors in Libya, as analysts and decision makers often want to obtain estimates of the expected cost. There is a national project to establish the first nuclear station in Libya. The aim of this project is to study 19 infrastructure issues according to the International Atomic Energy Agency's Milestone Approach for any newcomer country that embarks on acquiring a nuclear station. One of these important elements of the study is the economic feasibility study of the project. For this, the IAEA INPRO NES simulator tool was used to make this comparison. During this study, the cost of a reactor unit with a capacity equal to 1085 megawatts was compared with approximately 4 equivalent units of the same capacity with small and modular reactors with a capacity of up to 300 megawatts -119921- per unit. These values were chosen to economically compare between a large reactor and four small units for the same total capacity of 1085 megawatts. From the results obtained, it was found that the estimated cost of 4 small and modular reactor units is $67.69 mill per kilowatt-hour, while the estimated cost of the LWR unit is $55.37 mill per kilowatt-hour, which means that establishing 4 SMRs units with a capacity of 300 megawatts per unit is more expensive than establishing a unit of a large 1085 MW reactor. A sensitivity analysis is applied for different discount rates, overnight construction costs, construction time to assess the levelized unit energy cost where the impact of the discount rate is obvious. There is a kind of trade-off between cost and the strength of the electrical network in Libya, as the electrical network is currently weak. It is possible to move forward with small and modular reactors or improve the electrical network to establish a nuclear station with large reactors.

Abstract::

This paper presents a comprehensive analysis of linear and nonlinear structural analysis methods, evaluating their Its effect in optimizing and sustaining structural designs. By leveraging advanced scientific data and analytical techniques, this study aims to discern the optimal conditions and scenarios for employing each method. The research includes detailed calculations, comparative data, and case studies, emphasizing the sustainability implications and long-term benefits of each approach.

Water injection has proven to be one of the most successful, efficient and cost-effective reservoir management strategies. By reinjecting treated and filtered water into tanks, this approach can help maintain tank pressure, increase hydrocarbon production, and reduce environmental impact. The goal of this project is to create a water injection model using Eclipse tank simulation software to better understand water injection methods to maintain tank pressure. A basic reservoir model is utilized in this investigation. The simulation was performed about 52 years using ECLIPSE Reservoir simulator. In all cases, result shows that oil production with water injection is higher compared with the base case. With this, it would be preferred to apply waterflooding for oil recovery in depleted reservoirs to the use of primary methods. It is also observed that water breakthrough is earlier and water production increases gently with water injection rates. Sensitivity on the injection rate using the 3D model showed that the injection rate has impact on the process. The pressure increases with high injection water rate in all cases. Despite higher reservoir pressure and early in water breakthrough, water flooding accounts for less oil recovery due to rapid water production. Generally, based on the results and discussions, it can be concluded that the water injection option can be used to increase the reservoir pressure to a good extent.