Debasish Sen

@aust.edu

Associate Professor, Department of Civil Engineering
Ahsanullah University of Science and Technology

Debasish Sen


                     Download Compact PDF  
https://researchid.co/debasish_tu

RESEARCH, TEACHING, or OTHER INTERESTS

Civil and Structural Engineering, Building and Construction
30

Scopus Publications

312

Scholar Citations

9

Scholar h-index

9

Scholar i10-index

Scopus Publications

  • Experimental investigation on the effect of high range water reducing admixture on mechanical and microstructural properties of jute fiber reinforced concrete
    Faruk Patowary, Tarikul Islam, Debasish Sen, Sharmin Reza Chowdhury
    Innovative Infrastructure Solutions, 2026
  • Seismic performance of force-based designed regular and irregular model buildings
    Suvro Saha, Tanjilul Haque, Reaz Ahmed Sagor, Debasish Sen
    World Journal of Engineering, 2026
    Purpose The purpose of this study is to investigate the seismic performance of reinforced concrete (RC) irregular building models that have been designed by force-based approach according to the Bangladesh National Building Code (BNBC, 2020). Design/methodology/approach To be in line of the objective, regular and irregular model buildings, having vertical geometric and re-entrant corner irregularities, were developed in ETABS 2017. The irregularities in model buildings were considered using the criteria for irregularity according to the BNBC, 2020. In addition, the buildings were designed in accordance with guidelines provided by the BNBC (2020) and were analyzed using nonlinear static method. Findings The analysis revealed that irregular buildings demonstrate reduced lateral capacity and increased vulnerability compared to regular buildings (RBs). Especially, vertical geometric irregular building was found to have experienced the most significant damage at performance point of nonlinear static analysis. Originality/value The application of force-based approach in designing irregular structures can have some limitation due to the complexity of their irregular configuration. Therefore, it is crucial to assess the seismic performance and behavior of force-based designed (FBD) irregular building. Several studies investigated the seismic performance of irregular buildings, primarily focusing on the effects of irregularity on the seismic performance of representative RC frames. However, there is a lacking in study on the seismic performance of FBD RC buildings with vertical geometric and re-entrant corner irregularities, which highlights the necessity for further investigation. This study may help practicing engineers in this regard.
  • Effect of parent concrete’s properties on compressive strength of recycled aggregate concrete
    Abdullah Al Rafi, Md. Farhad Momin, Debasish Sen, Ariful Islam Chowdhury
    Journal of Building Pathology and Rehabilitation, 2026
  • Effect of Ferro-Cement Confinement on Compressive and Splitting Tensile Behavior of Plain Concrete
    Civil Engineering Infrastructures Journal, 2025
  • A COMPARATIVE ANALYSIS OF RECYCLED AND VIRGIN MATERIALS FOR SUBBASE MIX DESIGNS
    Md Jahidul Islam, Md Yusuf Ali, Debasish Sen, Md Tawseef Hossain
    Asean Engineering Journal, 2025
    This study explores the feasibility and benefits of using a mix of 70% concrete broken chips and 30% salvage materials for subbase construction in Bangladesh, offering an innovative alternative to exclusively using virgin resources. Key findings include the salvage materials mix-design achieving lower Los Angeles Abrasion values and higher California Bearing Ratio than virgin materials, indicating superior durability and strength. Additionally, optimal compaction characteristics were observed, with higher maximum dry density and lower optimum moisture content, contributing to environmental sustainability through reduced water consumption. The mix-design's compliance with required gradation standards post-compaction and favorable pavement performance in terms of vertical displacement and shear stress, as per KENPAVE simulations, further validates its effectiveness. This research underscores the potential of incorporating salvaged materials in pavement construction, aligning with sustainable development goals and demonstrating cost-efficiency and reduced landfill usage, while maintaining industry standards.
  • Effect of Jute Fiber Content on Compressive and Split Tensile Strength of Concrete Utilizing Stone Chips as Coarse Aggregates
    Tarikul Islam, Faruk Patowary, Debasish Sen, Sharmin Reza Chowdhury
    Civil Engineering and Architecture, 2025
    The utilization of sustainable materials in concrete production has attained attention recently. The effect of altering jute fiber content on the workability, compressive, and splitting-tensile strength of concrete prepared using stone chips as coarse aggregate is investigated in this study. In this experimental study, different concrete mixtures were prepared with 25-mm jute fibers in selected proportions (0%, 0.4%, 0.8%, and 1.2% by weight of cement). To determine the workability of the concrete, thorough assessments were performed. Additionally, the jute fiber content was systematically added to identify the optimum proportion for enhancing the mechanical performance (compressive and splitting-tensile strength) of the concrete while maintaining moderate workability. Workability in terms of slump values falls as fiber content increases. The findings show that incorporating jute fibers into concrete improves its compressive and split-tensile strength significantly. For both tests, the optimum fiber content was found to be 0.4%. These improvements are attributed to the reinforcing and bridging effects of the jute fibers within the concrete matrix. However, for higher fiber content (1.2%), the concrete-mix becomes less workable, resulting in improper fiber distribution, difficulty in compaction, and higher voids in the concrete. As a result, fiber aggregation occurs, and compressive and split tensile strength decreases.
  • CNCRP Manual Based Seismic Evaluation and Retrofitting of Existing RC Buildings: A Case Study
    Debasish Sen, Md. Kamruddoja Shihab, Md. Farhad Momin
    Journal of Rehabilitation in Civil Engineering, 2025
    Recent seismic incidents in Turkey have raised concerns among engineers about the potential performance of existing buildings in earthquakes. Due to its location in a somewhat active seismic region, Bangladesh is susceptible to experiencing catastrophic damage if a heavy to moderate earthquake hits. Therefore, the assessment of the seismic capacity of existing buildings is essential to investigate potential risks. Before this, Bangladesh did not have a seismic assessment or retrofitting guideline. However, the Public Works Department (PWD) of Bangladesh has now adopted the seismic assessment procedure from the Japan Building Disaster Prevention Association Manual (JBDPA, 2001) and published it as CNCRP (2015). On top of that, the building design code of Bangladesh (BNBC) has been updated, and the calculation of seismic demand has also changed. This study aims to assess an existing RC building located in Bangladesh for local seismic loads and retrofit it if found vulnerable. A six-storeyed RC building was assessed in detail. The building's seismic capacity was calculated using the suggestions of the CNCRP seismic assessment manual (2015), which depends on the strength and ductility capacity of structural members. The storey collapse mechanism was considered; therefore, the capacity of each storey was computed by considering the lateral capacities (both strength and ductility) of all columns in that storey. The columns were classified according to tributary area, and their failure mechanism was identified. The seismic index was computed utilizing the strength and ductility correlations. After evaluation, some floors were found vulnerable, and the necessary reinforcement specifications were computed following the CNCRP retrofit manual (2015). The retrofit design was established, and a comprehensive re-examination was conducted. Ultimately, the building was found safe according to the CNCRP seismic assessment manual (2015) after the retrofit.
  • Preliminary and detailed seismic evaluation of an existing RC building in Bangladesh: a case study
    Md. Farhad Momin, Md. Wahidul Islam, Faiaz- Bin- Masud, Nusaiba Naomi, Debasish Sen
    Innovative Infrastructure Solutions, 2024
  • A numerical study on predicting bond-slip relationship of reinforced concrete using surface based cohesive behavior
    Minhajul Bari Prince Minhajul Bari Prince, Debasish Sen Debasish Sen
    Frattura Ed Integrita Strutturale, 2024
    Overall structural integrity and load transfer between concrete and reinforcement enabling composite action relies on the bond between concrete and reinforcement. Bond strength determination of reinforced concrete is an essential task that a pullout test can determine. Experimental pullout behaviour can be affected by various parameters, such as concrete and steel strength, boundary conditions, etc. Therefore, a parametric study on pullout tests is time-consuming. In addition, measurements of internal stress-strain components and damages of constitutive materials are also difficult in experimental endeavours. In this context, finite element (FE) models should be developed to perform a parametric study with cost and time-saving. This study proposes a finite element modeling strategy of reinforced concrete under pullout force by using the expected failure mechanism to predict bond-slip behaviour in ABAQUS. In FE models, surface-to-surface cohesive interaction behaviour was used to assign interaction between reinforcement and concrete. The proposed modelling strategy was validated with available experimental data from four reference specimens, having all possible failures (i.e., pullout, splitting, and splitting-pullout) under pullout loading. The finite element analysis showed that the proposed FE modeling strategy performed well in predicting bond-slip behaviour in elastic regions. Additionally, maximum bond stresses were predicted satisfactorily, except for the splitting failure pattern, using the proposed FE modelling strategy.
  • Flexural and Shear Strengthening of Reinforced-Concrete Beams with Ultra-High-Performance Concrete (UHPC)
    Farabi Bin Ahmed, Rajib Kumar Biswas, Debasish Sen, Sumaiya Tasnim
    Construction Materials, 2024
    Ultra-high-performance concrete (UHPC) is considered to be a promising material for the strengthening of damaged reinforced concrete (RC) members due to its high mechanical strength and low permeability. However, its high material cost, limited code provisions, and scattered material properties limit its wide application. There is a great need to review existing articles and create a database to assist different technical committees for future code provisions on UHPC. This study presents a comprehensive overview focusing on the effect of the UHPC layer on the flexural and shear strengthening of RC beams. From this review, it was evident that (1) different retrofitting configurations have a remarkable effect on the cracking moment compared to the maximum moment in the case of flexural strengthening; (2) the ratios of the shear span and UHPC layer thickness have a notable effect on shear strengthening and the failure mode; and (3) different bonding techniques have insignificant effects on shear strengthening but a positive impact on flexural strengthening. Overall, it can be concluded that three-side strengthening has a higher increment range for flexural (maximum, 81%–120%; cracking, 300%–500%) and shear (maximum, 51%–80%; cracking, 121%–180%) strengthening. From this literature review, an experimental database was established, and different failure modes were identified. Finally, this research highlights current issues with UHPC and recommends some future works.
  • A COMPARATIVE INVESTIGATION ON EXPERIMENTAL LATERAL BEHAVIOUR OF BARE RC FRAME, NON-STRENGTHENED AND FERROCEMENT STRENGTHENED MASONRY INFILLED RC FRAME
    Debasish Sen, Fatema Tuz Zahura, Anik Das, Hamood Alwashali, Md. Shafiul Islam, Masaki Maeda, Matsutaro Seki, Muhammad Abdur Rahman Bhuiyan
    Bulletin of the New Zealand Society for Earthquake Engineering, 2024
  • Experimental Investigation on the Behavior of Steel Angle and Strip Jacketed RC Column Under Eccentric Loading
    Debasish Sen, Mahbuba Begum
    Journal of the Institution of Engineers India Series A, 2024
  • SIMULATION OF LATERAL BEHAVIOUR OF UN-STRENGTHENED AND FERROCEMENT STRENGTHENED MASONRY INFILLED RC FRAME
    World Conference on Earthquake Engineering Proceedings, 2024
  • Numerical investigation on the effect of infill masonry on lateral behaviour of surrounding RC frame
    Md. Munirul Islam, Debasish Sen, Sharmin Reza Chowdhury
    Asian Journal of Civil Engineering, 2023
  • Lateral strength evaluation of ferrocement strengthened masonry infilled RC frame based on experimentally observed failure mechanisms
    Debasish Sen, Hamood Alwashali, Md Shafiul Islam, Matsutaro Seki, Masaki Maeda
    Structures, 2023
  • Comparison of lateral behavior of an existing RC building under nonlinear static and incremental dynamic loads
    Minhajul Bari Prince, Md. Nahidul Islam Mollah, Md. Rashid Awal Chowdhury, Debasish Sen
    Asian Journal of Civil Engineering, 2023
  • Numerical modelling and validation of lateral behavior of masonry-infilled RC frame focusing sliding failure of infill panel
    Tarikul Islam, Debasish Sen
    Asian Journal of Civil Engineering, 2023
  • Effects of Steel Fiber Percentage and Aspect Ratios on Fresh and Harden Properties of Ultra-High Performance Fiber Reinforced Concrete
    Rajib Kumar Biswas, Farabi Bin Ahmed, Md. Ehsanul Haque, Afra Anam Provasha, Zahid Hasan, Faria Hayat, Debasish Sen
    Applied Mechanics, 2021
  • Advantages and limitations of retrofitting masonry infilled RC Frames by Ferro-cement based on experimental observations
    World Conference on Earthquake Engineering Proceedings, 2021
  • FE MACRO MODELING FOR IN-PLANE RESPONSES OF MASONRY INFILLED RC FRAME AND COMPARISON WITH EXPERIMENT
    World Conference on Earthquake Engineering Proceedings, 2021
  • EXPERIMENTAL INVESTIGATION AND CAPACITY EVALUATION OF FERRO-CEMENT LAMINATED MASONRY INFILLED RC FRAME
    World Conference on Earthquake Engineering Proceedings, 2021
  • EXPERIMETAL STUDY ON FERRO-CEMENT RETROFIT FOR RC FRAME WITH INFILLED BRICK MASONRY WALL
    World Conference on Earthquake Engineering Proceedings, 2021
  • REVIEW ON THE EFFECT OF OPENINGS ON THE SEISMIC RESPONSE OF WALL PANELS
    World Conference on Earthquake Engineering Proceedings, 2021
  • VISUAL RATING METHOD AND PRIORITY SETTING OF DETAILED EVALUATION OF EXISTING RC BUILDINGS WITH MASONRY INFILL
    World Conference on Earthquake Engineering Proceedings, 2021
  • IN-PLANE SEISMIC PERFORMANCE OF MASONRY INFILLED RC FRAME WITH AND WITHOUT FERRO-CEMENT OVERLAY
    World Conference on Earthquake Engineering Proceedings, 2021
  • A proposal of Visual Rating method to set the priority of detailed evaluation for masonry infilled RC building
    Md. Shafiul Islam, Hamood Alwashali, Debasish Sen, Masaki Maeda
    Bulletin of Earthquake Engineering, 2020
  • Seismic capacity of RC frame buildings with masonry infill damaged by past earthquakes
    Hamood Alwashali, Md. Shafiul Islam, Debasish Sen, Jonathan Monical, Masaki Maeda
    Bulletin of the New Zealand Society for Earthquake Engineering, 2020
  • Investigation of the lateral capacity of ferro-cement retrofitted infilled masonry in RC frame and simplified prediction approach
    Debasish SEN, Hamood ALWASHALI, Md. Shafiul ISLAM, Masaki MAEDA
    Aij Journal of Technology and Design, 2020
  • Experimental investigation of influences of several parameters on seismic capacity of masonry infilled reinforced concrete frame
    Hamood Alwashali, Debasish Sen, Kiwoong Jin, Masaki Maeda
    Engineering Structures, 2019
  • A comparative study of steel angles and strips strengthened rc columns
    Asian Journal of Civil Engineering, 2017

RECENT SCHOLAR PUBLICATIONS

  • Experimental investigation on the effect of high range water reducing admixture on mechanical and microstructural properties of jute fiber reinforced concrete
    F Patowary, T Islam, D Sen, SR Chowdhury
    Innovative Infrastructure Solutions 11 , 2026
    2026
  • Effect of parent concrete’s properties on compressive strength of recycled aggregate concrete
    AA Rafi, MF Momin, D Sen, AI Chowdhury
    Journal of Building Pathology and Rehabilitation 11, 1-17 , 2026
    2026
  • A comparative analysis of recycled and virgin materials for subbase mix designs
    MJ Islam, MY Ali, D Sen, MT Hossain
    ASEAN Engineering Journal 15 (2), 191-199 , 2025
    2025
  • Effect of Ferro-cement Confinement on Compressive and Splitting Tensile Behavior of Plain Concrete
    A Al-Rafi, T Islam, KR Ibtesham, D Sen
    Civil Engineering Infrastructures Journal 58 (1) , 2025
    2025
  • Seismic Capacity Assessment of Reinforced Concrete Buildings in the 2023 Turkey Earthquake: Relation of Base Shear Strength Coefficients and RC Wall Area Ratios to Damage and …
    H Alwashali, SEN Debasish, J MONICAL
    2025
  • Numerical investigation on masonry panel under diagonal compression
    KM Huda, NJ Rite, MA Chowdhury, D Sen
    Discover Concrete and Cement 1 , 2025
    2025
    Citations: 1
  • Seismic performance of force-based designed regular and irregular model buildings
    S Saha, T Haque, RA Sagor, D Sen
    World Journal of Enginnering , 2025
    2025
  • CNCRP Manual Based Seismic Evaluation and Retrofitting of Existing RC Buildings: A Case Study
    D Sen, MK Shihab, MF Momin
    Journal of Rehabilitation in Civil Engineering 13 (1), 187-204 , 2025
    2025
  • Effect of Jute Fiber Content on Compressive and Split Tensile Strength of Concrete Utilizing Stone Chips as Coarse Aggregates
    T Islam, F Patowary, D Sen, SR Chowdhury
    Civil Engineering and Architecture 13 (3), 1995-2005 , 2025
    2025
  • Preliminary and detailed seismic evaluation of an existing RC building in Bangladesh: a case study
    MF Momin, MW Islam, FB Masud, N Naomi, D Sen
    Innovative Infrastructure Solutions 9 (10) , 2024
    2024
    Citations: 3
  • Simulation of Lateral Behaviour of Un-strengthened and Ferrocement Strengthened Masonry Infilled RC Frame
    D Sen, M Hassan, A Dutu, M Seki, M Maeda
    18th World Conference of Earthquake Engineering (WCEE), Milan, Italy. , 2024
    2024
    Citations: 1
  • Assessment of Medical Waste Mangement Practices in Bangladesh with Emphasizing Effective Recycling Initiatives
    T Siddika, MMS Rafi, PP Saha, D Sen, SD Nishu
    Journal of Environmental Engineering and its Scope 7 (2), 59-89 , 2024
    2024
  • A comparative investigation on experimental lateral behaviour of bare RC frame, non-strengthened and ferrocement strengthened masonry infilled RC frame
    D Sen, FT Zahura, A Das, H Alwashali, MS Islam, M Maeda, M Seki, ...
    Bulletin of the New Zealand Society for Earthquake Engineering 57 (2), 85-96 , 2024
    2024
    Citations: 4
  • Flexural and shear strengthening of reinforced-concrete beams with ultra-high-performance concrete (UHPC)
    FB Ahmed, RK Biswas, D Sen, S Tasnim
    Construction Materials 4 (2), 468-492 , 2024
    2024
    Citations: 25
  • A Numerical Study on Predicting Bond-Slip Relationship of Reinforced Concrete using Surface Based Cohesive Behavior
    MB Prince, D Sen
    Frattura ed Integrità Strutturale 18 (69), 154-180 , 2024
    2024
    Citations: 7
  • Finite element analysis on the effect of gap between masonry infill and reinforced concrete frame under inplane loading
    MM Islam, D Sen, SR Chowdhury
    Civil Engineering Infrastructures Journal (CEIJ) , 2024
    2024
    Citations: 1
  • Numerical investigation on the effect of infill masonry on lateral behaviour of surrounding RC frame
    MM Islam, D Sen, SR Chowdhury
    Asian Journal of Civil Engineering 24 (8), 2851-2862 , 2023
    2023
    Citations: 12
  • Experimental Investigation on the Behavior of Steel Angle and Strip Jacketed RC Column Under Eccentric Loading
    D Sen, M Begum
    Journal of The Institution of Engineers (India) Series A , 2023
    2023
    Citations: 3
  • Lateral strength evaluation of ferrocement strengthened masonry infilled RC frame based on experimentally observed failure mechanisms
    D Sen, H Alwashali, MS Islam, M Seki, M Maeda
    Structures 58 , 2023
    2023
    Citations: 11
  • Comparison of lateral behavior of an existing RC building under nonlinear static and incremental dynamic loads
    MB Prince, MNI Mollah, MRA Chowdhury, D Sen
    Asian Journal of Civil Engineering 24 (7), 2155-2164 , 2023
    2023
    Citations: 2

MOST CITED SCHOLAR PUBLICATIONS

  • Effects of steel fiber percentage and aspect ratios on fresh and harden properties of ultra-high performance fiber reinforced concrete
    RK Biswas, F Bin Ahmed, ME Haque, AA Provasha, Z Hasan, F Hayat, ...
    Applied mechanics 2 (3), 501-515 , 2021
    2021
    Citations: 68
  • Experimental investigation of influences of several parameters on seismic capacity of masonry infilled reinforced concrete frame
    H Alwashali, D Sen, K Jin, M Maeda
    Engineering Structures 189, 11-24 , 2019
    2019
    Citations: 61
  • Flexural and shear strengthening of reinforced-concrete beams with ultra-high-performance concrete (UHPC)
    FB Ahmed, RK Biswas, D Sen, S Tasnim
    Construction Materials 4 (2), 468-492 , 2024
    2024
    Citations: 25
  • Response of multi-storey regular and irregular buildings of identical weight under static and dynamic loading in context of Bangladesh
    MR Kabir, D Sen, MM Islam
    INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING 5 (3), 252-260 , 2015
    2015
    Citations: 22
  • A proposal of Visual Rating method to set the priority of detailed evaluation for masonry infilled RC building
    MS Islam, H Alwashali, D Sen, M Maeda
    Bulletin of Earthquake Engineering 18 (4), 1613-1634 , 2020
    2020
    Citations: 17
  • Effect of Water to Cement Ratio and Age on Portland Composite Cement Mortar Porosity, Strength and Evaporation Rate
    ER Latifee, D Sen, MR Kabir
    American Journal of Engineering Research 5 (8), 120-127 , 2016
    2016
    Citations: 17
  • Numerical investigation on the effect of infill masonry on lateral behaviour of surrounding RC frame
    MM Islam, D Sen, SR Chowdhury
    Asian Journal of Civil Engineering 24 (8), 2851-2862 , 2023
    2023
    Citations: 12
  • Seismic capacity of RC frame buildings with masonry infill damaged by past earthquakes
    H Alwashali, MS Islam, D Sen, J Monical, M Maeda
    Bulletin of the New Zealand Society for Earthquake Engineering 53 (1), 13-21 , 2020
    2020
    Citations: 12
  • Lateral strength evaluation of ferrocement strengthened masonry infilled RC frame based on experimentally observed failure mechanisms
    D Sen, H Alwashali, MS Islam, M Seki, M Maeda
    Structures 58 , 2023
    2023
    Citations: 11
  • A Numerical Study on Predicting Bond-Slip Relationship of Reinforced Concrete using Surface Based Cohesive Behavior
    MB Prince, D Sen
    Frattura ed Integrità Strutturale 18 (69), 154-180 , 2024
    2024
    Citations: 7
  • In-plane seismic performance of masonry-infilled RC frame with and without ferrocement overlay
    F Zahura, D Sen, R Sabrin, A Das, MJ Uddin, Z Tafheem, F Khanam, ...
    17th world conference on earthquake engineering, 1-12 , 2020
    2020
    Citations: 5
  • A comparative investigation on experimental lateral behaviour of bare RC frame, non-strengthened and ferrocement strengthened masonry infilled RC frame
    D Sen, FT Zahura, A Das, H Alwashali, MS Islam, M Maeda, M Seki, ...
    Bulletin of the New Zealand Society for Earthquake Engineering 57 (2), 85-96 , 2024
    2024
    Citations: 4
  • Advantages and limitations of retrofitting masonry infilled RC Frames by Ferro-cement based on experimental observations
    H Alwashali, D Sen, M Maeda, M Seki
    Proceedings of the 17th World Conference on Earthquake Engineering, Sendai … , 2020
    2020
    Citations: 4
  • Proposal of visual rating method for seismic capacity evaluation and screening of RC buildings with masonry infill
    MS Islam, H Alwashali, D Sen, M Maeda, MAM Sikder, MR Islam
    Proceedings of the 2019 Pacific Conference on Earthquake Engineering and … , 2019
    2019
    Citations: 4
  • Investigation of the Ferro-cement laminated infilled masonry wall under cyclic lateral load
    D Sen, Y Torihata, H Alwashali, MS Islam, Z Tafheem, M Maeda
    Pacific Conference on Earthquake Engineering (PCEE) , 2019
    2019
    Citations: 4
  • BEHAVIOUR AND STRENGTH OF RC COLUMNS RETROFITTED WITH STEEL ANGLES AND STRIPS UNDER ECCENTRIC AXIAL LOADS
    D Sen
    Bangladesh University of Engineering and Technology , 2017
    2017
    Citations: 4
  • A COMPARATIVE STUDY OF STEEL ANGLES AND STRIPS STRENGTHENED RC COLUMNS
    D Sen, M Begum
    ASIAN JOURNAL OF CIVIL ENGINEERING (BHRC) 18 (3), 515-534 , 2017
    2017
    Citations: 4
  • Preliminary and detailed seismic evaluation of an existing RC building in Bangladesh: a case study
    MF Momin, MW Islam, FB Masud, N Naomi, D Sen
    Innovative Infrastructure Solutions 9 (10) , 2024
    2024
    Citations: 3
  • Experimental Investigation on the Behavior of Steel Angle and Strip Jacketed RC Column Under Eccentric Loading
    D Sen, M Begum
    Journal of The Institution of Engineers (India) Series A , 2023
    2023
    Citations: 3
  • Investigation of the lateral capacity of Ferro-cement retrofitted infilled masonry in RC frame and simplified prediction
    D Sen, H Alwashali, MS Islam, M Maeda
    AIJ Journal of Technology and Design 26 (62), 159-153 , 2020
    2020
    Citations: 3