- DEPARTMENT_STAFF.QUALIFICATION
M.Tech, B. Tech.
- DEPARTMENT_STAFF.DESIGNATION
Assistant Professor
- DEPARTMENT_STAFF.THRUST_AREA
Structural Dynamics
- DEPARTMENT_STAFF.ADDRESS
- DEPARTMENT_STAFF.MOBILE
9756575071
- DEPARTMENT_STAFF.EMAIL
bilal.ubp@amu.ac.in
- DEPARTMENT_STAFF.TIME_TABLE
Time Table Even Semester,2021Time Table (B.E.) Even Semester,2021Time Table Odd Sem 2020-21 (Final Year)Time table 2020-21 Even Semester (First Year)
Mr. Bilal is currently working as an Assistant Professor in the Civil Engineering Section of University Polytechnic, Aligarh Muslim University, Aligarh. He obtained his B.Tech.in civil engineering from Jamia Millia Islamia, New Delhi in 2013, and completed M.Tech. in Structural Dynamics from the Department of Earthquake Engineering, Indian Institute of Technology Roorkee in 2015. His areas of interest include Base Isolation of structures, Analysis and Design of Reinforced Concrete Structures and Structural Dynamics. Presently, Mr. Bilal is also serving as Associate Library Incharge, Library, University Polytechnic, AMU Aligarh.
- ANN modeling of mechanical properties in high-volume fly ash concrete: multi-objective cost optimization using NSGA-II for sustainable construction Hashmi, A.F., Ayaz, M., Bilal, A. et al. ANN modeling of mechanical properties in high-volume fly ash concrete: multi-objective cost optimization using NSGA-II for sustainable construction. Asian J Civ Eng 25, 2867–2882 (2024). https://doi.org/10.1007/s42107-023-00950-5
- Seismic performance evaluation of eccentrically braced steel frame buildings Download PDFKhan, N. A., Bilal, A. (2023) Seismic performance evaluation of eccentrically braced steel frame buildings. Sigma Journal of Engineering and Natural Sciences. 41(6):1121-3. https://doi.org/10.14744/sigma.2023.00075
- GA-based hybrid ANN optimization approach for the prediction of compressive strength of high-volume fly ash concrete mixes Hashmi, A.F., Ayaz, M., Bilal, A. et al. GA-based hybrid ANN optimization approach for the prediction of compressive strength of high-volume fly ash concrete mixes. Asian J Civ Eng 24, 1115–1128 (2023). https://doi.org/10.1007/s42107-022-00557-2
- Seismic response of hill buildings with base isolation and URM infills Download PDFA Bilal, Z Mohammad, A BaqiEarthquakes and Structures: Select Proceedings of 7th ICRAGEE 2021, 277-289
- Effect of Base Isolation on the Seismic Performance of Hill Buildings
- Effect of steel fibres on torsional behaviour of concrete elements: Unified model using Artificial Neural Networks Bilal, A., Israil, M. & Ayaz, M. Effect of steel fibres on the torsional behaviour of concrete elements: unified model using Artificial Neural Networks. Innov. Infrastruct. Solut. 6, 129 (2021).https://doi.org/10.1007/s41062-021-00479-z
- Performance Evaluation of Base Isolated Building Bilal A., Agarwal P., Sadique M.R. (2021) Performance Evaluation of Base Isolated Building. In: Kumar Shukla S., Raman S.N., Bhattacharjee B., Bhattacharjee J. (eds) Advances in Geotechnics and Structural Engineering. Lecture Notes in Civil Engineering, vol 143. Springer, Singapore.https://doi.org/10.1007/978-981-33-6969-6_23
- Effect of dog-legged staircase on the seismic response of hill buildings
- Structure Lab Video
- BCE-602: Introduction to networkhttps://youtu.be/wk_1wUEnLgg
- BCE-602: Construction of network: Problem1https://youtu.be/caN1ltGYT6Q
- BCE-602: Construction of network-Problem 2https://youtu.be/lX9XMSc_nxo
- BCE-602: Construction of network-Problem Problem 3https://youtu.be/l6trvXj7Lpk
- BCE-602: Construction of network-Problem 4https://youtu.be/XupWfP1Ipok
- BCE-602: Critical Path Analysis of CPM networkorkhttps://youtu.be/IZjU32RZA3I
- BCE-602: EOT Calculationhttps://youtu.be/j0ROiy__OLQ
- Bce-602: LOT Calculationhttps://youtu.be/MYYbp5jo6Yk
- BCE-602:Calculation of EOT and LOT- Problemhttps://youtu.be/aE-qZgE6kdY
- BCE-602: Activity times and floatshttps://youtu.be/ZNDv5f9CKuU
- BCE-602: Floatshttps://youtu.be/zMX0sRuMyfU
- BCE-602: Detailed Problem on calculation of Activity times and floatshttps://youtu.be/6M4PLc0ByS4