[1]       Arjun Kushwah (2023), Experimental
Study on Feasibility Aspects of Partial Replacement of Fine Aggregate with
Stubble Powder in Concrete. 
      
[2]       Parth Prajapati (2023), Experimental
study of Graphene induced High strength Concrete.
     
[3]       Swehi Majmundar (2022),
Experimental study on feasibility and strength of salt of aluminum nitrate
nanoengineered concrete.
[4]       Arpit Dhimmar (2022),
Investigation on Strength and Durability aspects of concrete induced with
cupric oxide. 
     
[5]       Tarun Dodiya (2022), To
study the effect of cadmium oxide in concrete. 
      
[6]       Tarik Khan (2022), Experimental
study on performance of  concrete by using boron oxide nanoparticles.
      
[7]       Mansi Patel (2021),
Parametric Study of Surfactant Functionalized graphene Nanoengineered Concrete.
     
[8]       Yesha Thakkar (2021),
Strength and Durability Aspects of Portland Cement Concrete Using Nano material
and water reducers. 
      
[9]       Bhumik Patel (2021), Study
on Impact of Superplasticizer on strength and durability of Concrene.
     
[10]     Bhargav Patel (2021),
Feasibility of using waste Poly Vinyl Chloride (PVC) powder in Concrete with
superplasticizer.
     
[11]     Dhruv Patel (2020), Seismic
Risk Assessment of a building designed by displacement and force based design.
[12]     Dhairya Shah (2020),
Experimental Investigation on strength and durability aspect of M25 grade of
concrete induced graphene.
[13]     Kandarp Desai  (2020), Experimental Investigation on
strength and durability aspect of M20 grade of concrete induced graphene.
     
[14]     Sanjay Prajapati  (2020), Experimental Investigation on
strength and durability aspect of M30 grade of concrete induced graphene.
     
[15]     Swapnali Kulkarni (2019),
Effect of Ductility Factor on Seismic Performance and Fragility of Steel SMRF
Designed by Performance Based Plastic Design Method.
    
 [16]     Anmol Sharma (2019),
Comparative Performance Evaluation Based on Seismic Fragility Analysis of RC Moment
Resisting Frame Designed By DDBD and FBD Method. 
     
[17]     Sumit Ganvit (2019), Effect of Ductility Factor
on Seismic Fragility of  RC Moment
Resisting Frame Designed by PBPD Method. 
    
[18]     Jaimin Shah (2018), Seismic
Performance of Zipper Braced Frames designed by Performance Based Plastic
Design Method and Force Based Design Method. 
     
[19]     Rashida Manjothi (2018),
Effect of increasing Ductility factor on Performance of Special Truss Moment
Frame designed by Performance Based Plastic Design Method. 
     
[20]     Jaimin Patel (2018), Effect
of ductility ratio and equivalent frequency on performance of Moment Resisting frame
designed by Performance Based Plastic Design method considering Soil Structure
Interaction. 
     
[21]     Devanshi Surti (2018),
Effect of Equivalent Frequency and Aspect ratio on performance of Moment
Resisting frame designed by Performance Based Plastic Design method considering
Soil Structure Interaction. 
     
[22]     Sayed Shoaib (2017), Seismic
Evaluation of Reinforced Concrete Special Moment Resisting Frame Designed by
Performance Based Plastic Design Method and Direct Displacement Based Design. 
     
[23]     Charvi Shah (2017), Comparative
Seismic Performance Evaluation of Steel SMRF Designed by Performance Based
Plastic Design Method and Direct Displacement Based Design Method for Different
Ductility Ratios.
    
[24]     Khyati Vaidya (2017), Comparative
Seismic Performance Evaluation of Multi Storied Steel Concentrically Chevron
Braced Frames Designed by Performance Based Plastic Design Method and Force
Based Design Method. 
    
[25]     Hem Choksi (2017), Evaluation
and Comparison of Seismic Performance of an Industrial Shed Designed by
Performance Based Plastic Design Method and Force Based Design Method. 
     
[26]     Kunal Shukla (2016), Evaluation
of Response Reduction factor of RCC Building Designed by PBPD method and IS
code Method. 
     
[27]     Harshad Patel (2016), Study
on Performance of Concrete by partial replacement of fine aggregate with PVC
and Glass Waste Powder. 
     
[28]     Asad Kapadia (2016), Strength
studies of Geo Polymer Concrete composited formed by replacing sand with Quarry
dust.   
[29]     Harikrishna Chauhan (2016), Effect
of small dispersed Woven Roving Glass Fibres on the behaviour of M25 grade OPC
and PPC concrete. 
     
[30]     Ankur Tailor (2015),
Comparative Evaluation of CFT and Steel building subjected to dynamic loading.
    
[31]     Urvesh Shah (2015),
Performance based plastic design of L shaped RCC MRF. 
    
[32]     Shreya Choksi (2015),
Performance of a RCC frame building subjected to variable hydrodynamic force at
each floor level – A case study. 
     
[33]     Dhaval Patoliya (2014),
Performance based plastic design of Steel concentric braced frames. 
     
[34]     Arohi Lingaliya (2014),
Stabilization of Bharuch Black Cotton Soil using Bagasse Ash and GGBS. 
     
[35]     Prakash Jadhav (2014), Strength and durability
aspect study of fly ash based woven roving glass fibre reinforced concrete.
[36]     Apal Parikh (2014), Performance
Evaluation of a RCC frame with column discontinuity at different storey level. 
     
[37]     Hitesh Patel (2013), Performance
based Plastic design of steel moment resisting frame for different ductility
factors. 
     
[38]     Maulik Kansagara (2013),
Effect of small dispersed glass fibres on behaviour of ordinary concrete. 
     
[39]     Krishna Suchak (2013), Design
and Performance Evaluation of a moment resisting frame using structural steel
and stainless steel.