A Hybrid AI Framework for Climate Change Prediction and Mitigation Using Deep Learning and Reinforcement Learning

Authors:-Yashraj Misal, Omkar Ovhal, Aqdas Mirza, Mayuresh More, Mrs. Anuja S. Phapale

Abstract-This paper proposes a hybrid artificial intelligence (AI) modular system with reinforcement learning and deep learning to update climate change forecasting and mitigation planning. The system learns from multimodal data in satellite imagery, IoT sensors, and historical data to make accurate, real- time forecasts of key climate variables. Convolutional neural networks (CNN) and long-short-term memory (LSTM) models are employed to learn spatial and temporal patterns, and a Re- inforcement Learning (RL) module provides adaptive mitigation recommendations. Prediction accuracy and emission reduction are enhanced compared to traditional models, as shown in our experimental results. This paper contributes significantly to scalable and intelligent solutions to climate change issues.

DOI: 10.61137/ijsret.vol.11.issue2.316

Published by: Kajal Tripathi

Implement YOLO(You Only Look Once)to Detect Objects in Image
Authors:-Dr. M.V. Subba Reddy, Yendluri.Suchitra, Shaike. Humera Bhanu, Thati. Ganga Maheswari, Pasam.Venkatesh

Abstract-Object recognition plays a crucial role in various real-world applications, including surveillance, autonomous vehicles, and robotics. This paper presents an efficient object detection and recognition system using the You Only Look Once (YOLO) deep learning model. YOLO is a state-of-the-art, real-time object detection framework that processes an entire image in a single forward pass, making it significantly faster than traditional region-based approaches. The proposed system is implemented using YOLOv5, leveraging a Convolutional Neural Network (CNN) for feature extraction and classification. The model is trained on large-scale datasets, such as COCO, to recognize multiple objects with high accuracy. We evaluate the system’s performance based on mean Average Precision (mAP), inference speed, and real-time detection capabilities. Experimental results demonstrate that YOLO achieves robust object recognition with minimal latency, making it suitable for real-time applications.

DOI: 10.61137/ijsret.vol.11.issue2.315

Published by: Kajal Tripathi

Classical Physics, Quantum Mechanics, and More
Authors:-Abhinav Tr

Abstract-To sum up current theories to come up with a universal understanding of the universe.

DOI: 10.61137/ijsret.vol.11.issue2.314

Published by: Kajal Tripathi

Seismic Evaluation of Irregular Buildings Using E-TABS Software
Authors:-B Sri Kalyan, J. Mahalakshmi, G. Anjali, P. Durga prasad, M. Ashish

Abstract-Since the existence of lace in horizontal space has encouraged people to soar higher, there has been a consistent trend towards the creation of taller structures. However, pushing the vertical limit further increases the hazard factor. We must assess the building for a range of loads to ensure safety. An examination of a building is required to ascertain its seismic resistance because the behavior of a structure is critical during an earthquake. An earthquake may bring a high-rise structure to the ground, a risk that is difficult to predict. Therefore, it is necessary to do a seismic force assessment on different types of buildings. The seismic officious can use the seismic coefficient technique to analyses small and medium-sized buildings up to a height of forty meters. d of analysis that requires less manual computation. The overall shape, size, and geometry of a structure all have a significant role in defining its behavior. since asymmetry is because asymmetrical structures are more likely to exhibit critical behavior during an earthquake than symmetrical ones. of the characteristics of symmetrical, L-shaped, and T-shaped and build RC structures during earthquakes to better understand the variations in seismic loading and behavior that may arise due to form variances. The seismic ETABS software aids in the seismic coefficient study of a ten-story building with three-meter-tall levels and a varied plan shape, including symmetrical, L-shaped, and T-shaped configurations. al inspection of a ten-story structure takes a long time and increases the chance of errors. ETABS can simplify, improve efficiency, and increase the accuracy of a structure’s analysis. The analysis is conducting the analysis by adhering to IS 1893:2002 (Part 1). shaped RC structures have their own response, which includes, among other things, lateral pressures, base shear, storey drift, and storey shear. We use the reaction of the variously shaped buildings to compare the findings.

DOI: 10.61137/ijsret.vol.11.issue2.313

Published by: Kajal Tripathi

Design and Analysis of Dormitory Building Structure by Using Structural Analysis Programme Software
Authors:-L. Praveen kumar, R. Sai, N. Preethi, A. J. Siva Prakesh, L. Lokesh

Abstract-In general, the building is designed as per codal provisions, which has various constraints while analyzing with dynamic loads. This analysis procedure takes a lot of time and is complex. Therefore, most of the Civil Engineering structures are designed taking the assumption of applied loading to be static. The process of neglecting the dynamic forces may lead to the collapse of the structure as a whole in case of a catastrophe such as an earthquake. Some recent earthquakes have shown the need for dynamic analysis. Nowadays, a lot of research is going on the field of performance-based design such that the structure can withstand earthquake-induced loads. This study confers the need to shift the design practice from force based to performance based for getting actual response. Three different analysis have been performed using empirical formulae and numerical modelling software to estimate the natural period of oscillation of building and the parameters are discussed on which it depends. Research and development in the field of earthquake resistant design has put emphasis on non-linear analysis methods to estimate seismic demands. Nonlinear time history and nonlinear static pushover analysis are the main methods. In this study, pushover analysis is carried out on multi-story reinforced residential concrete building in India.

DOI: 10.61137/ijsret.vol.11.issue2.312

Published by: Kajal Tripathi

Seismic Analysis and Design of Multistorey Residential Building by Using ETABS
Authors:-V Tanuja, D Anusha, Y Devi Pravallika, P Mohan Vinay, B John Bhaskar

Abstract-One of the most frightening and destructive phenomena of a nature is a severe earth quake and it’s terrible after effects. Earthquake strike suddenly, violently and without warning at any time of the day or night. If an earthquake occurs in a populated area, it may cause many deaths and injuries and extensive property damage. Although there are no guarantees of safety during an earthquake, identifying potential hazards ahead of time and advance planning to save lives and significantly reduce injuries and property damage. Hence it is mandatory to do the seismic analysis and design to structural against collapse. It is highly impossible to prevent an earthquake from occurring, but the damage to the buildings can be controlled through proper design and detailing. Designing a structure in such a way that reducing damage during an earthquake makes the structure quite uneconomical, as the earth quake might or might not occur in its life time and is a rare phenomenon. In order to compete in the ever-growing competent market it is very important for a structural engineer to save time. As a sequel to this an attempt is made to analyze and design a multistoried building by using a software package E-Tabs. For analyzing a multi storied building one has to consider all the possible loadings and see that the structure is safe against all possible loading conditions. There are several methods for analysis of different frames like kani’s method, cantilever method, portal method, and Matrix method. The present project deals with the seismic analysis and design of a multi storyed residential building of G+10 RCC Residential Building. The dead load &live loads are applied and the design for beams, columns, footing is obtained-Tabs with its new features surpassed its predecessors, and compotators with its data sharing capabilities with other major software like AutoCAD, and MS Excel. We conclude that E- Tabs is a very powerful tool which can save much time and is very accurate in Designs. Thus it is concluded that E-Tabs package is suitable for the design of a multistoried building.

DOI: 10.61137/ijsret.vol.11.issue2.311

Published by: Kajal Tripathi

Performance of Seismic Analysis of Rc Structure High Rise G+13 Multi-Storied Building by ETABS
Authors:-B. Sri Kalyan, B. Harish, M. S. Prasanth, K. S. S. A. N. Kishore Kumar, B. Sridhar, J. Teja

Abstract-Earthquake is a natural calamity that has taken toll of millions of lives throughout the ages. The earthquake ranks as one of the destructive events recorded so far in India in terms of death and damage to infrastructure. Due to the present environmental condition and behavior of tectonic plates, it has become utmost necessary for civil engineers to consider the effects of the earthquake during the designing of the building. Also, most parts of India are under the earthquake-prone zone, so it has become necessary to consider earthquake load while designing a structure to minimize the effects of the earthquake. In this project work, a (G+13) storey high rise building is analysed in seismic zone-V by both equivalent lateral force method and response spectrum method. After analysis, various response parameters like storey shear, storey displacement, storey drift, etc. are studied and the results are also compared. The analysis of building under construction is also done and the results of base shear at different storey level of construction phase are also compared.

DOI: 10.61137/ijsret.vol.11.issue2.310

Published by: Kajal Tripathi

Design and Structural Behaviour of Modern Structure by Using ETABS
Authors:-B. Sri Datta Subramanyam1, S.S.S.Narendra2, N. Lakshman3, D.V. Venkata Sai4, G. Gnana Das5

Abstract-ETABS stands for extended three-dimensional analysis of building systems. The main purpose of this software is to design multi-storeyed building in a systematic process. The effective design and construction of an earthquake resistant structure have great importance all over the world. This project presents multi-storied residential building analysed and designed with lateral loading effect of earthquake using ETABS. This project is designed as per IS 1893-PART 2:2002, IS 456-2000. Every structural engineer should design a building with most efficient planning and also be economical. They should ensure that is serviceable, habitable in healthy environmental for its occupants and have longer design period. Structurally robust and aesthetically pleasing building are beginning constructed by combining the best properties of any construction material and at the same time meeting a specific requirement like type of building and its loads, soil condition, time, flexibility and economy. The high-rise buildings are best suited solution. This Project discusses the analysis of a multistoried building depending up on the area prepare a plan based on the requirements. The plan area is 3500sqft of 15m height i,e G+4. And each floor consisting of 2 flats. Each flat with 3bhk software used to draw the plan is AutoCAD 2019.We have analysis and design of multistoried building using ETABS we have applied all the loads and its combination to the structure and it is safe.

DOI: 10.61137/ijsret.vol.11.issue2.309

Published by: Kajal Tripathi

Earthquake Performance of Multistorey Building by Using Sap2000
Authors:-B. Sri Datta Subramanayam, P. Jagadeeswar Reddy, D. Vinay, K. Shameela Keerthi, G. John Mukesh, N. Mani Kumar, V. Durga Vinod Kumar

Abstract-Earthquake in the simplest terms can be defined as Shaking and vibration at the surface of the earth resulting from underground movement along a fault plane. The vibrations produced by the earthquakes are due to seismic waves. Among different types of dampers, viscoelastic [VE] dampers are used for this numerical study. Viscoelastic dampers are considered to be better than most of the passive energy dissipation devices. Researches done on the improvement of its performance for analyzing structures have always been in vogue. The significant change in the response of the structures to make it resistant to earthquake and wind forces is the main idea behind using such devices. In this numerical study, seismic response of G+4 structures will analyze having with and without damper. The damper will be considered in the place of critical sections. Modeling and analysis of the structures and installation of the dampers are done by using finite element modeling software [SAP2000]. Time history analysis was used to simulate the response of the structures. The structure is design in accordance with seismic code is 1893: 2000 under seismic zone III with the help of SAP 2000. Damper systems are designed to prevent injuries to the residents by absorbing the input seismic energy and reduce the deformations in the structure.

DOI: 10.61137/ijsret.vol.11.issue2.308

Published by: Kajal Tripathi

Seismic Analysis and Design of Multi-Storey Building With and Without Shear Wall G+15 Using Staad.Pro
Authors:-B Sri Kalyan, A Ganga Nagini, M Leela Archana, P Prathyusha, K V V Harsha Vardhan, M Durga Prasad, P T V S Varma

Abstract-A multi storey building is a building that consists has multiple floors above ground in the building. Multi-storey buildings aim to increase the floor area of the building without increasing the area of the land and saving money. Analysis of multi-storey building frames involves lot of complications and edacious calculations by conventional methods. To carry out such analysis is a time-consuming task. Substitute frame method for analysis can be handy in approximate and quick analysis instead of bidding process. Till date, this method has been applied by designers for vertical loading conditions. The represented plan given to office purposes can accommodate with minimum facilities. Generally, buildings may be failed by bending moments, shear forces acting on members of the building. By keeping these failures in mind, we designed beams, columns, footings by considering maximum loads on members. For loads calculation, substitute frame method is used for reducing the complexity of calculations and saving time. We know R.C structural system is most common nowadays in urban regions with multi-bay and multi-storey’s, keeping its importance in urban regions especially, A building frame consists of number of bays and storey. A multi-storey, multi- paneled frame is a complicated statically intermediate structure. A design of R.C building With and without shear wall of G+15 storey frame work is taken up. The building in plan (30m x 20m) consists of columns built monolithically forming a network. The design is made using software on structural analysis design (STAAD-PRO). The building subjected to both the vertical loads as well as horizontal loads. The vertical load consists of dead load of structural components such as beams, columns, slabs etc and live loads. The horizontal load consists of the wind forces thus building is designed for dead load, live load and wind load and seismic loads as per IS 875. The building is designed as two-dimensional vertical frame and analyzed for the maximum and minimum bending moments and shear forces by trial-and-error methods as per IS 456-2000. The help is taken by software available in institute and the computations of loads, moments and shear forces and obtained from this software.

DOI: 10.61137/ijsret.vol.11.issue2.307

Published by: Kajal Tripathi