Follow
AHM Muntasir Billah, PhD, P.Eng.
AHM Muntasir Billah, PhD, P.Eng.
Assistant Professor, Civil Engineering, University of Calgary
Verified email at ucalgary.ca
Title
Cited by
Cited by
Year
Seismic fragility assessment of highway bridges: a state-of-the-art review
AHM Muntasir Billah, M Shahria Alam
Structure and infrastructure engineering 11 (6), 804-832, 2015
3172015
Seismic performance of concrete columns reinforced with hybrid shape memory alloy (SMA) and fiber reinforced polymer (FRP) bars
AHMM Billah, MS Alam
Construction and Building Materials 28 (1), 730-742, 2012
2002012
Fragility analysis of retrofitted multi-column bridge bent subjected to near fault and far field ground motion
AHMM Billah, MS Alam, MAR Bhuiyan
Journal of Bridge Engineering 108 (10), 992-1004, 2013
1982013
Seismic fragility assessment of concrete bridge pier reinforced with superelastic shape memory alloy
AHM Muntasir Billah, MS Alam
Earthquake Spectra 31 (3), 1515-1541, 2015
1622015
Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones
MS Alam, MAR Bhuiyan, AHMM Billah
Bulletin of Earthquake Engineering 10, 1885-1909, 2012
1562012
Performance-based seismic design of shape memory alloy–reinforced concrete bridge piers. I: Development of performance-based damage states
AHMM Billah, MS Alam
Journal of Structural Engineering 142 (12), 04016140, 2016
1082016
Green concrete made with RCA and FRP scrap aggregate: Fresh and hardened properties
M Shahria Alam, E Slater, AHM Muntasir Billah
Journal of materials in civil engineering 25 (12), 1783-1794, 2013
972013
Flexural response of fiber reinforced concrete beams with waste tires rubber and recycled aggregate
M Shahjalal, K Islam, J Rahman, KS Ahmed, MR Karim, AHMM Billah
Journal of Cleaner Production 278, 123842, 2021
942021
Seismic performance evaluation of multi-column bridge bents retrofitted with different alternatives using incremental dynamic analysis
A Billah, MS Alam
Engineering Structures, 105-117, 2014
802014
Plastic hinge length of shape memory alloy (SMA) reinforced concrete bridge pier
AHMM Billah, MS Alam
Engineering Structures 117, 321-331, 2016
732016
Probabilistic seismic risk assessment of concrete bridge piers reinforced with different types of shape memory alloys
AHMM Billah, MS Alam
Engineering Structures 162, 97-108, 2018
632018
Effects of subfreezing temperature on the seismic response of lead rubber bearing isolated bridge
AHM Muntasir Billah, B Todorov
Soil Dynamics and Earthquake Engineering, 2019
522019
Performance-based seismic design of shape memory alloy–reinforced concrete bridge piers. II: Methodology and design example
AHMM Billah, M Shahria Alam
Journal of Structural Engineering 142 (12), 04016141, 2016
492016
Influence of ground motion duration and isolation bearings on the seismic response of base-isolated bridges
AL Hassan, AHMM Billah
Engineering Structures 222, 111129, 2020
472020
Seismic fragility assessment of a multi-span RC bridge in Bangladesh considering near-fault, far-field and long duration ground motions
MR Kabir, AHMM Billah, MS Alam
Structures 19, 333-348, 2019
382019
Seismic fragility and damage assessment of reinforced concrete bridge pier under long-duration, near-fault, and far-field ground motions
B Todorov, AHMM Billah
Structures 31, 671-685, 2021
352021
Seismic collapse safety assessment of concrete beam-column joints reinforced with different types of shape memory alloy rebars
M Nahar, K Islam, AHMM Billah
Journal of Building Engineering 29, 101106, 2020
342020
Failure mode identification of column base plate connection using data-driven machine learning techniques
MAB Kabir, AS Hasan, AHMM Billah
Engineering Structures 240, 112389, 2021
332021
Bond behavior of smooth and sand-coated shape memory alloy (SMA) rebar in concrete
AHMM Billah, MS Alam
Structures 5, 186-195, 2016
332016
Shape memory alloys (SMAs) for resilient bridges: A state-of-the-art review
A Billah, J Rahman, Q Zhang
Structures 37 (March 2022), 514-527, 2022
292022
The system can't perform the operation now. Try again later.
Articles 1–20