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@article{187071,
author = {Mr. Mukul Yadav and Dr. M.N. Bajad},
title = {Introduction and RC Bridge Design: -Bridge Classification, IRC and Railway Loading Standards, Impact, Wind, Hydraulic, and Seismic Loads, Design Philosophy and Limit State Approach},
journal = {International Journal of Innovative Research in Technology},
year = {},
volume = {12},
number = {no},
pages = {35-42},
issn = {2349-6002},
url = {https://ijirt.org/article?manuscript=187071},
abstract = {This research report presents an introduction to the design of reinforced concrete (RC) bridges subjected to wind and seismic loading using the Limit State Method (LSM) approach. The LSM provides a comprehensive design framework to ensure the safety and serviceability of RC bridges under dynamic environmental loads. Wind loads, characterized by their dynamic and time-dependent nature, along with seismic forces, pose significant challenges in bridge design due to their unpredictable intensity and direction. This study explores analytical models and design principles that incorporate both wind and seismic effects to optimize structural performance and resilience. The report discusses the application of LSM for structural analysis and detailing of RC bridge components, focusing on aspects such as load combinations, design limit states, and safety factors. The integration of LSM facilitates an effective balance between strength, ductility, and durability requirements while addressing complex load interactions. The research emphasizes the need for robust design methodologies to withstand extreme loading conditions, thereby improving the reliability and longevity of RC bridges. Practical examples and case studies demonstrate the implementation of LSM in bridge design codes and standards, highlighting its advantages over traditional methods for addressing wind and seismic load effects comprehensively.},
keywords = {RC Bridges, Classification, IRC And Railway Loading, Impact of load, Wind, Hydraulic, seismic Load, Design Philosophy, Limit State approach.},
month = {},
}
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