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321 results on '"Manna, Bappaditya"'

3. Effect of Stiffness Variation of Blanket Layer in Formation Layers on Dynamic Response of Ballasted Track Transition Zone

Author

Haldar, Suman, Soni, Anish Kumar, Choudhary, Kirti, Bhattacharya, Debayan, Manna, Bappaditya, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Cui, Zhen-Dong, Series Editor, Lu, Xinzheng, Series Editor, Rujikiatkamjorn, Cholachat, editor, Xue, Jianfeng, editor, and Indraratna, Buddhima, editor

Published
2025
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12. Prediction of Geogrid-Reinforced Flexible Pavement Performance Using Numerical Analysis

Author

Banerjee, Sayanti, Srivastava, Maj Vikas Kumar, Manna, Bappaditya, Shahu, Jagdish Telangrao, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Cui, Zhen-Dong, Series Editor, Jose, Babu T., editor, Sahoo, Dipak Kumar, editor, Shukla, Sanjay Kumar, editor, Krishna, A. Murali, editor, Thomas, Jimmy, editor, and Veena, V., editor

Published
2024
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13. Analysis of Moving Loads on Beams Using Surrogate Models Inspired from Artificial Neural Network

Author

Panda, Susmita, Banerjee, Arnab, Baxy, Ajinkya, Manna, Bappaditya, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Cui, Zhen-Dong, Series Editor, Goel, Manmohan Dass, editor, Kumar, Ratnesh, editor, and Gadve, Sangeeta S., editor

Published
2024
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14. The Uplift Resistance of an Offshore Pipeline and the Effect of Soil Homogeneity

Author

Seth, Debtanu, Manna, Bappaditya, Shahu, J. T., di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Cui, Zhen-Dong, Series Editor, Jose, Babu T., editor, Sahoo, Dipak Kumar, editor, Shin, Eun Chul, editor, Choudhury, Deepankar, editor, Joseph, Anil, editor, and Pai, Rahul R., editor

Published
2024
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15. Evaluation of Nonlinear Response of Block Foundation Subjected to Vertical Vibration

Author

Tandon, Kavita, Manna, Bappaditya, Ramana, G. V., di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Cui, Zhen-Dong, Series Editor, Jose, Babu T., editor, Sahoo, Dipak Kumar, editor, Shin, Eun Chul, editor, Choudhury, Deepankar, editor, Joseph, Anil, editor, and Pai, Rahul R., editor

Published
2024
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16. Connected Versus Disconnected Piled Raft Systems: A Comparative Experimental Assessment

Author

Halder, Prasun, Manna, Bappaditya, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Cui, Zhen-Dong, Series Editor, Jose, Babu T., editor, Sahoo, Dipak Kumar, editor, Shin, Eun Chul, editor, Choudhury, Deepankar, editor, Joseph, Anil, editor, and Pai, Rahul R., editor

Published
2024
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30. Similitude Characteristics Between Small-Scale Model and Full-Scale Piles Under Dynamic Excitations

Author

Choudhary, Shiva Shankar, Biswas, Sanjit, Manna, Bappaditya, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Shrikhande, Manish, editor, Agarwal, Pankaj, editor, and Kumar, P. C. Ashwin, editor

Published
2023
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35. Finite Element Modelling of Piled Raft in Sand Under Earthquake Load

Author

Halder, Prasun, Manna, Bappaditya, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Dey, Ashim Kanti, editor, Mandal, Jagat Jyoti, editor, and Manna, Bappaditya, editor

Published
2022
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44. Dynamic Response Characteristics of Pile Group Under Axial Harmonic Loading

Author

Choudhary, Shiva Shankar, Biswas, Sanjit, Manna, Bappaditya, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Sitharam, T. G., editor, Kolathayar, Sreevalsa, editor, and Jakka, Ravi, editor

Published
2022
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49. Artificial neural network-based multiple-input multiple-output metamodel for prediction of design parameters for a high-speed rail viaduct.

Author

Panda, Susmita, Banerjee, Arnab, Baxy, Ajinkya, Manna, Bappaditya, and Adhikari, Sondipon

Subjects
ARTIFICIAL neural networks, PEARSON correlation (Statistics), BENDING moment, SHEARING force, LIVE loads, HIGH speed trains, VIADUCTS
Abstract

The prediction of the design parameters of short to medium-span supported bridges in critical locations (such as canal/road crossings) under the action of high-speed trains has been investigated in this article. An artificial neural network (ANN)-based MIMO (multiple-input multiple-output) metamodels is proposed in conjunction with the semi-analytical framework of simply-supported bridges. Three cases, namely single moving load, series of moving loads at equal spacing (HSLM-B), and as per conventional train configuration (HSLM-A) recommended in Eurocode1: EN 1991-2 (2003), are considered. The prime novelty of the article is to develop a dimensionless semi-analytical framework to train and validate a MIMO metamodel implementing ANN for predicting the multiple dynamic responses of bridges under high-speed loads. The dependency of the maximum dynamic responses, that is, displacement, shear force, and bending moment, on the governing parameters (structural and loading) have been elucidated using Pearson's correlation matrix for the three different train configurations. Further, the robustness and efficiency of the best-fitted metamodels have been compared, and a user interface has been developed for ease of implementation. This platform evaluates the responses such as displacement, shear force, bending moment, and structural safety confirming the standards of Eurocode EN 1990:2002 + A1:2005 (E). [ABSTRACT FROM AUTHOR]

Published
2025
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