This document discusses the torsional response of irregular buildings under seismic loading. It begins with an abstract that outlines the purpose of studying how irregular structures respond to torsional loads caused by earthquakes. Several methods of seismic analysis are then described. The concept of torsional irregularity is defined according to building codes. Previous studies on the torsional response of irregular structures are summarized, finding increased seismic demand and sensitivity for structures with irregular plans or vertical setbacks. The conclusion is that structural irregularities can significantly reduce seismic performance by increasing torsional forces, and proper design is needed to control torsion effects in irregular structures.
PERFORMANCE BASED ANALYSIS OF VERTICALLY IRREGULAR STRUCTURE UNDER VARIOUS SE...Ijripublishers Ijri
In the recent years a lot of attention has been given to the earthquake analysis of structure it is one of the most devastating
natural calamity and which causes severe damage not only to the properties but also to the lives. This is the
reason there has been a lot of focus on the structures to be earthquake resistant. Buildings get damaged mostly due
to the earthquake ground motions. In an earthquake, the building base experiences high frequency movements, which
results in the inertial force on the building and its components and this problem gets worse when a structure is irregular
in shape, size etc,. Therefore, there is a lot to work on the seismic behavior of the irregular building which might not
respond the way regular building does. It makes the irregular building quite more complex and unpredictable during
the course of an earthquake.
IRJET-Seismic behaviour and Pushover Analysis of Irregular Flat Slab Building...IRJET Journal
This document summarizes a study that analyzed the seismic behavior of an irregular flat slab building with different lateral resisting systems, including flat slab only, flat slab with shear walls, flat slab with bracing, and flat slab with infill walls. A 10-story irregular building was modeled in ETABS and response spectrum analysis was performed. The results showed that the flat slab building with shear walls had the lowest displacements and inter-story drifts, indicating improved seismic performance compared to the other models. Time period analysis also found the shear wall model to be the stiffest. Base shear was highest for the shear wall model due to its increased stiffness. Pushover analysis further demonstrated the superior performance of the flat slab building when combined with shear
IRJET- Seismic Analysis of Buildings with Shear Wall having Horizontal Ir...IRJET Journal
This document analyzes the seismic behavior of five 6-story buildings with horizontal irregularities: E-shaped, I-shaped, L-shaped, +-shaped, and box-shaped. The buildings are modeled in SAP2000 and analyzed using response spectrum analysis according to Indian codes for seismic design. Parameters like lateral displacement, base shear, story drift, and period are compared. Results show the E-shaped building experiences the highest base shear and lateral displacement, while the +-shaped building experiences the lowest. The L-shaped building has the highest displacement in the X-direction, while the +-shaped building remains the lowest. In conclusion, horizontal irregularity affects the seismic response of buildings.
Seismic performance of r c buildings on sloping grounds with different types ...eSAT Journals
Abstract
Structure are highly susceptible to serve damages in earthquake scenario, so choosing an appropriate lateral force resisting
bracing systems will have a significant effect on performance of the structure. So this present study is aimed at evaluating and
comparing various types of eccentric steel bracings for 12 storey RC frame building resisting on sloping ground configurations.
For this 5 types of bracing systems like X-Bracing, Diagonal bracing, K- bracing, V-bracing and inverted V bracing are
considered on the outer periphery of the buildings with step back and set back – step back type configurations are modeled and
analyzed. The models are compared for different aspects within the structure, such as the maximum storey displacement, base
shear, storey drift and storey shear, the structure is analyzed for seismic zone V and medium soil condition as per IS 1893:2002
using ETABS software. Results conclude that on sloping ground due to irregularity on ground surface, the structures are more
vulnerable to earthquakes. Hence use of eccentric steel bracing is an effective and economical way to resist earthquake forces,
Inverted V type bracing performs well compared to other bracing types. By using inverted V type bracing in step back buildings
types maximum storey displacement of 70% and storey drift of 66% are obtained. Similarly for setback – step back configuration
maximum storey displacement of 74% and storey drift of 70% are obtained respectively.
Keywords: X-Bracing, Diagonal Bracing, K- Bracing, V-Bracing and Inverted V Bracing
IRJET- Behavior and Comparison of Multistory Building of Shear Wall with and ...IRJET Journal
This document analyzes and compares the behavior of multistory buildings with shear walls and struts subjected to lateral loads. It finds that including shear walls and struts reduces displacement, drift, shear and increases stiffness compared to a normal reinforced concrete building. Shear walls alone reduce displacement and drift to a greater extent than a bare frame, and including additional struts leads to further reductions. The study concludes that a building with both shear walls and struts performs best in resisting seismic forces from lateral loads.
Seismic Performance and Shear Wall Location Assessment of a RC Building- Eva...IRJET Journal
1. The document evaluates the seismic performance of reinforced concrete buildings located on plain and sloping ground.
2. Non-linear static pushover analysis is conducted using SAP 2000 on a G+10 building model located on plain and sloping ground.
3. Results of the pushover analysis such as base shear, story displacement, story drift and story shear are compared between the plain and sloping ground models.
Literature review on Seismic Pounding of Adjacent BuildingsIRJET Journal
This document provides a literature review on seismic pounding between adjacent buildings. It begins with an abstract that defines seismic pounding as the collision of adjacent buildings during earthquakes, which can occur when there is insufficient separation between buildings. The introduction then discusses some of the main causes of pounding, including differences in building heights, floor levels, and dynamic characteristics.
The body of the document reviews 16 previous studies related to seismic pounding. It discusses how these studies examined factors like near-field vs. far-field ground motions, pounding forces, structural responses, and techniques for preventing pounding. The discussion section notes that high land costs can lead to insufficient separation between buildings, increasing pounding risk. It concludes that more research is still needed to develop more
IRJET- Review on Seismic Analyses of RC Frame Structure by using Bracing ...IRJET Journal
This document reviews seismic analysis of reinforced concrete frame structures using different bracing systems. It compares the performance of 4 building types (L, C, O, and rectangular shapes) with 4 different bracing types in each, keeping the constructed area the same. The response spectrum method is used to analyze the structures in ETABS software. Story shear, story displacement, and story stiffness are compared to evaluate the structural performance under earthquake loads. Concentric and eccentric bracing systems are described, with eccentric bracing frames noted as a newer system developed to resist seismic events in a predictable manner.
IRJET- Review on Seismic Analyses of RC Frame Structure by using Bracing ...IRJET Journal
This document provides a review of using different bracing systems to improve the seismic performance of reinforced concrete frame structures. It discusses four types of bracing systems - concentric, eccentric, X, and zipper bracing. Nonlinear static pushover analysis and dynamic time history analysis are used to analyze structures with and without bracing. The results show that adding bracing can significantly enhance the strength, deformation capacity, and ductility of structures compared to unbraced structures. Eccentric and zipper bracing generally provide better seismic performance than other bracing types depending on the bracing size and properties. Overall, incorporating bracing is an effective technique for retrofitting existing reinforced concrete buildings to improve their resistance to earthquake loads.
Wind and Seismic Analysis of Building with Bracing System Resting on Sloping ...IRJET Journal
This document summarizes a research study that analyzed the wind and seismic performance of buildings with different bracing systems on sloping ground. The study used ETABS software to model and analyze step back buildings with various bracing types, including X, V, inverted V, and diagonal bracing. Results showed that X bracing provided the best performance in terms of maximum displacement, drift, base shear, and fundamental time period. Step back buildings with X bracing demonstrated superior performance under wind and seismic loads compared to step back setback buildings. The effectiveness of bracing was found to be limited for buildings over 6 stories or with an increased number of bays along the slope. Increasing bays across the slope enhanced building performance with bra
Inelastic seismic response of diagrid structure under critical seismic zone d...IRJET Journal
This document summarizes a study that analyzed the inelastic seismic response of diagrid structures with different brace angles under bidirectional ground motions in a critical seismic zone in India. Diagrid structures are composed of triangulated braces that resist both gravity and lateral loads. Both symmetric and asymmetric square and circular diagrid models with various brace angles were evaluated using nonlinear dynamic analysis. The results provide insights into the displacement demands and story drifts of these diagrid systems when subjected to strong ground shaking in high seismic regions. The findings could help improve seismic design provisions for diagrid structures.
This document discusses the behavior of symmetric and asymmetric structures in high seismic zones. It analyzes three building models of varying heights (G+3, G+6, G+9) using response-spectrum analysis to study the effects of eccentricity between the center of mass and center of stiffness. The analysis shows that asymmetric buildings experience larger displacements and localized damage near irregular regions compared to symmetric buildings. The document also reviews several other studies on the seismic response of irregular structures and the effects of parameters like torsion, stiffness irregularities, and mass asymmetry. It describes the modeling methodology used, which involves modeling the structures as 3D reinforced concrete frames and performing equivalent static and nonlinear pushover analyses.
A REVIEW ON INFLUNCE OF THE SHEAR WALL IN TALL INFLUENCE STRUCTURE WITHOUT AN...IRJET Journal
This document reviews the influence of shear walls in tall, irregular structures without columns. It discusses how taller buildings are now preferred for urban development but require effective lateral load resistance. Shear walls are commonly used instead of columns for their strength and stiffness, but can make structures too rigid. The document examines different models analyzed in ETABS and STAAD PRO software considering factors like shear wall position, shape, soil type, and seismic zone. Key findings from literature on analyzing irregular structures with and without shear walls using software like SAP2000 and ETABS are summarized. The effect of shear walls on reducing story drift, displacement and base shear is noted. Analyzing different structural configurations helps determine best practices for shear wall placement and irregular structure seismic
STUDY OF PUSHOVER ANALYSIS OF G+10 RCC BUILDING WITH SHEAR WALLIRJET Journal
This document discusses a study on pushover analysis of a G+10 reinforced concrete building with shear walls. The study models and analyzes a 10-story building with different positions of shear walls using ETABS software. Parameters like base shear, story drift, and story displacements are evaluated. A literature review covers previous research on seismic performance of buildings with shear walls and performance-based seismic engineering methods like pushover analysis. The methodology describes collecting research data, software validation, preparing building models for analysis, discussing results and conclusions.
Effect of steel bracing on vertically irregular r.c.c building frames under s...eSAT Journals
Abstract
Earthquakes are one of the most life threatening, environmental hazardous and destructive natural phenomenons that causes
shaking of ground. This result in damage to the structures, hence we need to design the buildings to withstand these earthquakes
which may occur at least once in the life time of the structure. Structures possess less stiffness and strength in case of irregular
configured frames; to enhance this, lateral load resisting systems are introduced into the frames. In this study, G+5 storey
building model has been analyzed considering different types of vertical geometric irregularities and steel bracings using
pushover analysis with the help of ETABS 9.7 software. Addition of X type brace, V type Brace and Inverted V/K type brace shows
that use of X-type of bracing is found more suitable to enhance the performance of the irregular buildings.
Key Words: pushover analysis, vertical irregularity, steel bracings, performance point.
Inelastic seismic performance of low-rise multi-story structure in hilly area...IRJET Journal
This document summarizes a study that examines the inelastic seismic response of low-rise multi-story reinforced concrete buildings located on sloping ground in hilly areas. Two structural models are considered - one with independent columns and another with beam-column joints. The models are subjected to bi-directional ground motions from past earthquakes at different slope angles. Nonlinear time-history analyses are performed to evaluate the performance of structural elements. Tuned liquid dampers are also considered as a means of controlling vibrations. Key findings from previous studies on similar structures are discussed. The goal of the study is to better understand seismic behavior and identify mitigation techniques to improve seismic provisions in design codes.
IRJET- Experimental Investigation on Seismic Retrofitting of RCC StructuresIRJET Journal
This document summarizes an experimental investigation into seismic retrofitting of reinforced concrete beam-column joints using concrete jacketing. The study tested control specimens designed to code standards and retrofitted specimens with concrete jackets added. The specimens were subjected to reverse cyclic loading to examine their performance and lateral load capacity. The concrete jackets were intended to improve seismic performance by increasing strength, stiffness, deformation capacity, and connection integrity of the joints. The results provide information on the behavior and effectiveness of reinforced concrete beam-columns strengthened with concrete jacketing under cyclic loading conditions.
ANALYSIS AND DESIGN OPTIMIZATION OF SHEAR-WALL IN CASE OF HIGH-RISE BUILDING ...IRJET Journal
The document analyzes and optimizes the design of shear walls in a high-rise building using ETABS software. It discusses modeling a 10-story building in ETABS with and without shear walls, and making design adjustments to the shear wall configuration. Results for story displacement and drift are compared between the models. The optimized model with design adjustments to the shear wall configuration showed reductions in story displacement and drift compared to the initial model without shear walls.
Significance of shear wall in flat slab multi storied building - A ReviewIRJET Journal
This document summarizes research on the significance of shear walls in flat slab multi-story buildings. It begins with an abstract discussing the increased use of flat slab construction in tall buildings and how shear walls provide stability against lateral loads like wind and earthquakes. The document then reviews the theoretical background of flat slab construction and shear walls as bracing methods. It also summarizes several previous studies examining the effects of openings in shear walls, use of flat slabs in seismic zones, and different shear wall configurations. The literature review found that shear walls can effectively resist lateral loads and reduce displacement, with exterior corner placements performing best.
IRJET- Review Paper on Comparative Analysis of Flat Slabs & Conventional RC S...IRJET Journal
The document reviews and compares the behavior of conventional reinforced concrete (RC) slab buildings, flat slab buildings, and buildings with flat slabs that include shear walls. It analyzes these types of buildings under seismic forces using STAAD.PRO software. Key findings include that flat slab buildings have advantages over conventional RC slab buildings in terms of construction efficiency and cost. However, conventional RC slab buildings perform better under seismic loads. The inclusion of shear walls in flat slab buildings can improve their seismic performance by increasing lateral stiffness. The study aims to provide guidance on designing these structures in seismic regions.
Similar to Study on Torsional Response of Irregualr Buildings Under Seismic Loading (20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...IRJET Journal
1) The document discusses the Sungal Tunnel project in Jammu and Kashmir, India, which is being constructed using the New Austrian Tunneling Method (NATM).
2) NATM involves continuous monitoring during construction to adapt to changing ground conditions, and makes extensive use of shotcrete for temporary tunnel support.
3) The methodology section outlines the systematic geotechnical design process for tunnels according to Austrian guidelines, and describes the various steps of NATM tunnel construction including initial and secondary tunnel support.
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTUREIRJET Journal
This study examines the effect of response reduction factors (R factors) on reinforced concrete (RC) framed structures through nonlinear dynamic analysis. Three RC frame models with varying heights (4, 8, and 12 stories) were analyzed in ETABS software under different R factors ranging from 1 to 5. The results showed that displacement increased as the R factor decreased, indicating less linear behavior for lower R factors. Drift also decreased proportionally with increasing R factors from 1 to 5. Shear forces in the frames decreased with higher R factors. In general, R factors of 3 to 5 produced more satisfactory performance with less displacement and drift. The displacement variations between different building heights were consistent at different R factors. This study evaluated how R factors influence
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...IRJET Journal
This study compares the use of Stark Steel and TMT Steel as reinforcement materials in a two-way reinforced concrete slab. Mechanical testing is conducted to determine the tensile strength, yield strength, and other properties of each material. A two-way slab design adhering to codes and standards is executed with both materials. The performance is analyzed in terms of deflection, stability under loads, and displacement. Cost analyses accounting for material, durability, maintenance, and life cycle costs are also conducted. The findings provide insights into the economic and structural implications of each material for reinforcement selection and recommendations on the most suitable material based on the analysis.
Effect of Camber and Angles of Attack on Airfoil CharacteristicsIRJET Journal
This document discusses a study analyzing the effect of camber, position of camber, and angle of attack on the aerodynamic characteristics of airfoils. Sixteen modified asymmetric NACA airfoils were analyzed using computational fluid dynamics (CFD) by varying the camber, camber position, and angle of attack. The results showed the relationship between these parameters and the lift coefficient, drag coefficient, and lift to drag ratio. This provides insight into how changes in airfoil geometry impact aerodynamic performance.
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...IRJET Journal
This document reviews the progress and challenges of aluminum-based metal matrix composites (MMCs), focusing on their fabrication processes and applications. It discusses how various aluminum MMCs have been developed using reinforcements like borides, carbides, oxides, and nitrides to improve mechanical and wear properties. These composites have gained prominence for their lightweight, high-strength and corrosion resistance properties. The document also examines recent advancements in fabrication techniques for aluminum MMCs and their growing applications in industries such as aerospace and automotive. However, it notes that challenges remain around issues like improper mixing of reinforcements and reducing reinforcement agglomeration.
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...IRJET Journal
This document discusses research on using graph neural networks (GNNs) for dynamic optimization of public transportation networks in real-time. GNNs represent transit networks as graphs with nodes as stops and edges as connections. The GNN model aims to optimize networks using real-time data on vehicle locations, arrival times, and passenger loads. This helps increase mobility, decrease traffic, and improve efficiency. The system continuously trains and infers to adapt to changing transit conditions, providing decision support tools. While research has focused on performance, more work is needed on security, socio-economic impacts, contextual generalization of models, continuous learning approaches, and effective real-time visualization.
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...IRJET Journal
This document summarizes a research project that aims to compare the structural performance of conventional slab and grid slab systems in multi-story buildings using ETABS software. The study will analyze both symmetric and asymmetric building models under various loading conditions. Parameters like deflections, moments, shears, and stresses will be examined to evaluate the structural effectiveness of each slab type. The results will provide insights into the comparative behavior of conventional and grid slabs to help engineers and architects select appropriate slab systems based on building layouts and design requirements.
This document provides a review of machine learning techniques used in Advanced Driver Assistance Systems (ADAS). It begins with an abstract that summarizes key applications of machine learning in ADAS, including object detection, recognition, and decision-making. The introduction discusses the integration of machine learning in ADAS and how it is transforming vehicle safety. The literature review then examines several research papers on topics like lightweight deep learning models for object detection and lane detection models using image processing. It concludes by discussing challenges and opportunities in the field, such as improving algorithm robustness and adaptability.
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...IRJET Journal
The document analyzes temperature and precipitation trends in Asosa District, Benishangul Gumuz Region, Ethiopia from 1993 to 2022 based on data from the local meteorological station. The results show:
1) The average maximum and minimum annual temperatures have generally decreased over time, with maximum temperatures decreasing by a factor of -0.0341 and minimum by -0.0152.
2) Mann-Kendall tests found the decreasing temperature trends to be statistically significant for annual maximum temperatures but not for annual minimum temperatures.
3) Annual precipitation in Asosa District showed a statistically significant increasing trend.
The conclusions recommend development planners account for rising summer precipitation and declining temperatures in
P.E.B. Framed Structure Design and Analysis Using STAAD ProIRJET Journal
This document discusses the design and analysis of pre-engineered building (PEB) framed structures using STAAD Pro software. It provides an overview of PEBs, including that they are designed off-site with building trusses and beams produced in a factory. STAAD Pro is identified as a key tool for modeling, analyzing, and designing PEBs to ensure their performance and safety under various load scenarios. The document outlines modeling structural parts in STAAD Pro, evaluating structural reactions, assigning loads, and following international design codes and standards. In summary, STAAD Pro is used to design and analyze PEB framed structures to ensure safety and code compliance.
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...IRJET Journal
This document provides a review of research on innovative fiber integration methods for reinforcing concrete structures. It discusses studies that have explored using carbon fiber reinforced polymer (CFRP) composites with recycled plastic aggregates to develop more sustainable strengthening techniques. It also examines using ultra-high performance fiber reinforced concrete to improve shear strength in beams. Additional topics covered include the dynamic responses of FRP-strengthened beams under static and impact loads, and the performance of preloaded CFRP-strengthened fiber reinforced concrete beams. The review highlights the potential of fiber composites to enable more sustainable and resilient construction practices.
Survey Paper on Cloud-Based Secured Healthcare SystemIRJET Journal
This document summarizes a survey on securing patient healthcare data in cloud-based systems. It discusses using technologies like facial recognition, smart cards, and cloud computing combined with strong encryption to securely store patient data. The survey found that healthcare professionals believe digitizing patient records and storing them in a centralized cloud system would improve access during emergencies and enable more efficient care compared to paper-based systems. However, ensuring privacy and security of patient data is paramount as healthcare incorporates these digital technologies.
Review on studies and research on widening of existing concrete bridgesIRJET Journal
This document summarizes several studies that have been conducted on widening existing concrete bridges. It describes a study from China that examined load distribution factors for a bridge widened with composite steel-concrete girders. It also outlines challenges and solutions for widening a bridge in the UAE, including replacing bearings and stitching the new and existing structures. Additionally, it discusses two bridge widening projects in New Zealand that involved adding precast beams and stitching to connect structures. Finally, safety measures and challenges for strengthening a historic bridge in Switzerland under live traffic are presented.
React based fullstack edtech web applicationIRJET Journal
The document describes the architecture of an educational technology web application built using the MERN stack. It discusses the frontend developed with ReactJS, backend with NodeJS and ExpressJS, and MongoDB database. The frontend provides dynamic user interfaces, while the backend offers APIs for authentication, course management, and other functions. MongoDB enables flexible data storage. The architecture aims to provide a scalable, responsive platform for online learning.
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...IRJET Journal
This paper proposes integrating Internet of Things (IoT) and blockchain technologies to help implement objectives of India's National Education Policy (NEP) in the education sector. The paper discusses how blockchain could be used for secure student data management, credential verification, and decentralized learning platforms. IoT devices could create smart classrooms, automate attendance tracking, and enable real-time monitoring. Blockchain would ensure integrity of exam processes and resource allocation, while smart contracts automate agreements. The paper argues this integration has potential to revolutionize education by making it more secure, transparent and efficient, in alignment with NEP goals. However, challenges like infrastructure needs, data privacy, and collaborative efforts are also discussed.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.IRJET Journal
This document provides a review of research on the performance of coconut fibre reinforced concrete. It summarizes several studies that tested different volume fractions and lengths of coconut fibres in concrete mixtures with varying compressive strengths. The studies found that coconut fibre improved properties like tensile strength, toughness, crack resistance, and spalling resistance compared to plain concrete. Volume fractions of 2-5% and fibre lengths of 20-50mm produced the best results. The document concludes that using a 4-5% volume fraction of coconut fibres 30-40mm in length with M30-M60 grade concrete would provide benefits based on previous research.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...IRJET Journal
The document discusses optimizing business management processes through automation using Microsoft Power Automate and artificial intelligence. It provides an overview of Power Automate's key components and features for automating workflows across various apps and services. The document then presents several scenarios applying automation solutions to common business processes like data entry, monitoring, HR, finance, customer support, and more. It estimates the potential time and cost savings from implementing automation for each scenario. Finally, the conclusion emphasizes the transformative impact of AI and automation tools on business processes and the need for ongoing optimization.
Multistoried and Multi Bay Steel Building Frame by using Seismic DesignIRJET Journal
The document describes the seismic design of a G+5 steel building frame located in Roorkee, India according to Indian codes IS 1893-2002 and IS 800. The frame was analyzed using the equivalent static load method and response spectrum method, and its response in terms of displacements and shear forces were compared. Based on the analysis, the frame was designed as a seismic-resistant steel structure according to IS 800:2007. The software STAAD Pro was used for the analysis and design.
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...IRJET Journal
This research paper explores using plastic waste as a sustainable and cost-effective construction material. The study focuses on manufacturing pavers and bricks using recycled plastic and partially replacing concrete with plastic alternatives. Initial results found that pavers and bricks made from recycled plastic demonstrate comparable strength and durability to traditional materials while providing environmental and cost benefits. Additionally, preliminary research indicates incorporating plastic waste as a partial concrete replacement significantly reduces construction costs without compromising structural integrity. The outcomes suggest adopting plastic waste in construction can address plastic pollution while optimizing costs, promoting more sustainable building practices.
Solving Linear Differential Equations with Constant CoefficientsIRJET Journal
1) The document discusses methods for finding the solutions to linear differential equations with constant coefficients. It defines such an equation and explains that the complete solution is the combination of the complementary function (C.F.) and particular integral (P.I.).
2) Various methods are presented for determining the C.F. depending on whether the roots of the auxiliary equation are real, imaginary, repeated, etc.
3) Rules are provided for obtaining the P.I. based on the type of function involved (exponential, trigonometric, power, etc.). Examples are worked through to demonstrate the full solution process.
A vernier caliper is a precision instrument used to measure dimensions with high accuracy. It can measure internal and external dimensions, as well as depths.
Here is a detailed description of its parts and how to use it.
In May 2024, globally renowned natural diamond crafting company Shree Ramkrishna Exports Pvt. Ltd. (SRK) became the first company in the world to achieve GNFZ’s final net zero certification for existing buildings, for its two two flagship crafting facilities SRK House and SRK Empire. Initially targeting 2030 to reach net zero, SRK joined forces with the Global Network for Zero (GNFZ) to accelerate its target to 2024 — a trailblazing achievement toward emissions elimination.
How to Manage Internal Notes in Odoo 17 POSCeline George
In this slide, we'll explore how to leverage internal notes within Odoo 17 POS to enhance communication and streamline operations. Internal notes provide a platform for staff to exchange crucial information regarding orders, customers, or specific tasks, all while remaining invisible to the customer. This fosters improved collaboration and ensures everyone on the team is on the same page.
Development of Chatbot Using AI/ML Technologiesmaisnampibarel
The rapid advancements in artificial intelligence and natural language processing have significantly transformed human-computer interactions. This thesis presents the design, development, and evaluation of an intelligent chatbot capable of engaging in natural and meaningful conversations with users. The chatbot leverages state-of-the-art deep learning techniques, including transformer-based architectures, to understand and generate human-like responses.
Key contributions of this research include the implementation of a context- aware conversational model that can maintain coherent dialogue over extended interactions. The chatbot's performance is evaluated through both automated metrics and user studies, demonstrating its effectiveness in various applications such as customer service, mental health support, and educational assistance. Additionally, ethical considerations and potential biases in chatbot responses are examined to ensure the responsible deployment of this technology.
The findings of this thesis highlight the potential of intelligent chatbots to enhance user experience and provide valuable insights for future developments in conversational AI.
Encontro anual da comunidade Splunk, onde discutimos todas as novidades apresentadas na conferência anual da Spunk, a .conf24 realizada em junho deste ano em Las Vegas.
Neste vídeo, trago os pontos chave do encontro, como:
- AI Assistant para uso junto com a SPL
- SPL2 para uso em Data Pipelines
- Ingest Processor
- Enterprise Security 8.0 (Maior atualização deste seu release)
- Federated Analytics
- Integração com Cisco XDR e Cisto Talos
- E muito mais.
Deixo ainda, alguns links com relatórios e conteúdo interessantes que podem ajudar no esclarecimento dos produtos e funções.
https://www.splunk.com/en_us/campaigns/the-hidden-costs-of-downtime.html
https://www.splunk.com/en_us/pdfs/gated/ebooks/building-a-leading-observability-practice.pdf
https://www.splunk.com/en_us/pdfs/gated/ebooks/building-a-modern-security-program.pdf
Nosso grupo oficial da Splunk:
https://usergroups.splunk.com/sao-paulo-splunk-user-group/
Software Engineering and Project Management - Introduction to Project ManagementPrakhyath Rai
Introduction to Project Management: Introduction, Project and Importance of Project Management, Contract Management, Activities Covered by Software Project Management, Plans, Methods and Methodologies, some ways of categorizing Software Projects, Stakeholders, Setting Objectives, Business Case, Project Success and Failure, Management and Management Control, Project Management life cycle, Traditional versus Modern Project Management Practices.