Submit Search
Upload
Structural Performance of Jacketing in Reinforced Concrete Columns: A Brief Survey
•
0 likes
•
6 views
IRJET Journal
Follow
https://www.irjet.net/archives/V9/i12/IRJET-V9I12173.pdf
Read less
Read more
Engineering
Report
Share
Report
Share
1 of 4
Download now
Download to read offline
Recommended
FINITE ELEMENT ANALYSIS OF BEAM COLUMN JOINT
FINITE ELEMENT ANALYSIS OF BEAM COLUMN JOINT
Divyansh Mittal
Seismic Retrofitting of Structures – A Review
Seismic Retrofitting of Structures – A Review
IRJET Journal
SHEAR STRENGTHENING OF REINFORCED AND PRESTRESSED CONCRETE BEAM USING FRP
SHEAR STRENGTHENING OF REINFORCED AND PRESTRESSED CONCRETE BEAM USING FRP
IRJET Journal
STRUCTURAL BEHAVIOR OF RETROFIT BEAM COLUMN JUNCTION USING ANSYS
STRUCTURAL BEHAVIOR OF RETROFIT BEAM COLUMN JUNCTION USING ANSYS
IRJET Journal
IRJET- CFRP Application in Retrofitting of RCC Column
IRJET- CFRP Application in Retrofitting of RCC Column
IRJET Journal
STRENGTHENING OF PRECAST BEAM-COLUMN JOINT USING STEEL ENCASEMENT
STRENGTHENING OF PRECAST BEAM-COLUMN JOINT USING STEEL ENCASEMENT
IRJET Journal
IRJET- Flexural Strengthening of Pre-Cracked Corroded RC Beams using CFRP Sheets
IRJET- Flexural Strengthening of Pre-Cracked Corroded RC Beams using CFRP Sheets
IRJET Journal
A Review On Strengthening Of RCC Square Columns with Reinforced Concrete Jack...
A Review On Strengthening Of RCC Square Columns with Reinforced Concrete Jack...
IRJET Journal
Recommended
FINITE ELEMENT ANALYSIS OF BEAM COLUMN JOINT
FINITE ELEMENT ANALYSIS OF BEAM COLUMN JOINT
Divyansh Mittal
Seismic Retrofitting of Structures – A Review
Seismic Retrofitting of Structures – A Review
IRJET Journal
SHEAR STRENGTHENING OF REINFORCED AND PRESTRESSED CONCRETE BEAM USING FRP
SHEAR STRENGTHENING OF REINFORCED AND PRESTRESSED CONCRETE BEAM USING FRP
IRJET Journal
STRUCTURAL BEHAVIOR OF RETROFIT BEAM COLUMN JUNCTION USING ANSYS
STRUCTURAL BEHAVIOR OF RETROFIT BEAM COLUMN JUNCTION USING ANSYS
IRJET Journal
IRJET- CFRP Application in Retrofitting of RCC Column
IRJET- CFRP Application in Retrofitting of RCC Column
IRJET Journal
STRENGTHENING OF PRECAST BEAM-COLUMN JOINT USING STEEL ENCASEMENT
STRENGTHENING OF PRECAST BEAM-COLUMN JOINT USING STEEL ENCASEMENT
IRJET Journal
IRJET- Flexural Strengthening of Pre-Cracked Corroded RC Beams using CFRP Sheets
IRJET- Flexural Strengthening of Pre-Cracked Corroded RC Beams using CFRP Sheets
IRJET Journal
A Review On Strengthening Of RCC Square Columns with Reinforced Concrete Jack...
A Review On Strengthening Of RCC Square Columns with Reinforced Concrete Jack...
IRJET Journal
Seismic response of frp strengthened rc frame
Seismic response of frp strengthened rc frame
iaemedu
IRJET- Experimental Investigation on Seismic Retrofitting of RCC Structures
IRJET- Experimental Investigation on Seismic Retrofitting of RCC Structures
IRJET Journal
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
IRJET Journal
IRJET- Finite Element Analysis of Retrofitting of RC Beam with CFRP using Abaqus
IRJET- Finite Element Analysis of Retrofitting of RC Beam with CFRP using Abaqus
IRJET Journal
Performance Analysis Of Retrofitted Beam Column Joint By Using FEM
Performance Analysis Of Retrofitted Beam Column Joint By Using FEM
IRJET Journal
EXPERIMENTAL INVESTIGATION OF REINFORCEMENT COUPLERS AS REPLACEMENT OF BENT BAR
EXPERIMENTAL INVESTIGATION OF REINFORCEMENT COUPLERS AS REPLACEMENT OF BENT BAR
rk pandey
Structural performance of prefabricated cage reinforced concrete composite st...
Structural performance of prefabricated cage reinforced concrete composite st...
IRJET Journal
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
IRJET Journal
COMPARATIVE STUDY ON RETEROFITTING OF RCC BEAM AND COLUMN JOINT BY USING FERR...
COMPARATIVE STUDY ON RETEROFITTING OF RCC BEAM AND COLUMN JOINT BY USING FERR...
IRJET Journal
REHABILITATION METHOD OF BEAM COLUMN JOINT USNG NANO COMPOSITE FERROCEMENT JA...
REHABILITATION METHOD OF BEAM COLUMN JOINT USNG NANO COMPOSITE FERROCEMENT JA...
IRJET Journal
PERFORMANCE OF BEAM COLUMN JOINT WITH GEOPOLYMER MATERIAL BY NON LINEAR ANALYSIS
PERFORMANCE OF BEAM COLUMN JOINT WITH GEOPOLYMER MATERIAL BY NON LINEAR ANALYSIS
IRJET Journal
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
IRJET Journal
Ijciet 06 08_008
Ijciet 06 08_008
IAEME Publication
EXPERIMENTAL INVESTIGATIONS ON COMPRESSION BEHAVIOR PARAMETERS OF NSC AND SC...
EXPERIMENTAL INVESTIGATIONS ON COMPRESSION BEHAVIOR PARAMETERS OF NSC AND SC...
IAEME Publication
The Study of Flexural and Ultimate Behavior of Ferrocement Lightweight Beam b...
The Study of Flexural and Ultimate Behavior of Ferrocement Lightweight Beam b...
IRJET Journal
IRJET- Experimental Analysis of Deep Beam Strengthened by Glass Fiber Reinfor...
IRJET- Experimental Analysis of Deep Beam Strengthened by Glass Fiber Reinfor...
IRJET Journal
V01226139142
V01226139142
IOSR Journals
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...
IRJET Journal
Analysis of a High Rise Building Frame under Wind Pressure Considering Steel ...
Analysis of a High Rise Building Frame under Wind Pressure Considering Steel ...
IRJET Journal
Seismic and progressive collapse mitigation of shear energy dissipation beam ...
Seismic and progressive collapse mitigation of shear energy dissipation beam ...
IRJET Journal
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
IRJET Journal
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
IRJET Journal
More Related Content
Similar to Structural Performance of Jacketing in Reinforced Concrete Columns: A Brief Survey
Seismic response of frp strengthened rc frame
Seismic response of frp strengthened rc frame
iaemedu
IRJET- Experimental Investigation on Seismic Retrofitting of RCC Structures
IRJET- Experimental Investigation on Seismic Retrofitting of RCC Structures
IRJET Journal
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
IRJET Journal
IRJET- Finite Element Analysis of Retrofitting of RC Beam with CFRP using Abaqus
IRJET- Finite Element Analysis of Retrofitting of RC Beam with CFRP using Abaqus
IRJET Journal
Performance Analysis Of Retrofitted Beam Column Joint By Using FEM
Performance Analysis Of Retrofitted Beam Column Joint By Using FEM
IRJET Journal
EXPERIMENTAL INVESTIGATION OF REINFORCEMENT COUPLERS AS REPLACEMENT OF BENT BAR
EXPERIMENTAL INVESTIGATION OF REINFORCEMENT COUPLERS AS REPLACEMENT OF BENT BAR
rk pandey
Structural performance of prefabricated cage reinforced concrete composite st...
Structural performance of prefabricated cage reinforced concrete composite st...
IRJET Journal
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
IRJET Journal
COMPARATIVE STUDY ON RETEROFITTING OF RCC BEAM AND COLUMN JOINT BY USING FERR...
COMPARATIVE STUDY ON RETEROFITTING OF RCC BEAM AND COLUMN JOINT BY USING FERR...
IRJET Journal
REHABILITATION METHOD OF BEAM COLUMN JOINT USNG NANO COMPOSITE FERROCEMENT JA...
REHABILITATION METHOD OF BEAM COLUMN JOINT USNG NANO COMPOSITE FERROCEMENT JA...
IRJET Journal
PERFORMANCE OF BEAM COLUMN JOINT WITH GEOPOLYMER MATERIAL BY NON LINEAR ANALYSIS
PERFORMANCE OF BEAM COLUMN JOINT WITH GEOPOLYMER MATERIAL BY NON LINEAR ANALYSIS
IRJET Journal
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
IRJET Journal
Ijciet 06 08_008
Ijciet 06 08_008
IAEME Publication
EXPERIMENTAL INVESTIGATIONS ON COMPRESSION BEHAVIOR PARAMETERS OF NSC AND SC...
EXPERIMENTAL INVESTIGATIONS ON COMPRESSION BEHAVIOR PARAMETERS OF NSC AND SC...
IAEME Publication
The Study of Flexural and Ultimate Behavior of Ferrocement Lightweight Beam b...
The Study of Flexural and Ultimate Behavior of Ferrocement Lightweight Beam b...
IRJET Journal
IRJET- Experimental Analysis of Deep Beam Strengthened by Glass Fiber Reinfor...
IRJET- Experimental Analysis of Deep Beam Strengthened by Glass Fiber Reinfor...
IRJET Journal
V01226139142
V01226139142
IOSR Journals
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...
IRJET Journal
Analysis of a High Rise Building Frame under Wind Pressure Considering Steel ...
Analysis of a High Rise Building Frame under Wind Pressure Considering Steel ...
IRJET Journal
Seismic and progressive collapse mitigation of shear energy dissipation beam ...
Seismic and progressive collapse mitigation of shear energy dissipation beam ...
IRJET Journal
Similar to Structural Performance of Jacketing in Reinforced Concrete Columns: A Brief Survey
(20)
Seismic response of frp strengthened rc frame
Seismic response of frp strengthened rc frame
IRJET- Experimental Investigation on Seismic Retrofitting of RCC Structures
IRJET- Experimental Investigation on Seismic Retrofitting of RCC Structures
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
IRJET- Finite Element Analysis of Retrofitting of RC Beam with CFRP using Abaqus
IRJET- Finite Element Analysis of Retrofitting of RC Beam with CFRP using Abaqus
Performance Analysis Of Retrofitted Beam Column Joint By Using FEM
Performance Analysis Of Retrofitted Beam Column Joint By Using FEM
EXPERIMENTAL INVESTIGATION OF REINFORCEMENT COUPLERS AS REPLACEMENT OF BENT BAR
EXPERIMENTAL INVESTIGATION OF REINFORCEMENT COUPLERS AS REPLACEMENT OF BENT BAR
Structural performance of prefabricated cage reinforced concrete composite st...
Structural performance of prefabricated cage reinforced concrete composite st...
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
SEISMIC EVALUATION OF RETROFITING TO REINFORCED CONCRETE BUILDINGS
COMPARATIVE STUDY ON RETEROFITTING OF RCC BEAM AND COLUMN JOINT BY USING FERR...
COMPARATIVE STUDY ON RETEROFITTING OF RCC BEAM AND COLUMN JOINT BY USING FERR...
REHABILITATION METHOD OF BEAM COLUMN JOINT USNG NANO COMPOSITE FERROCEMENT JA...
REHABILITATION METHOD OF BEAM COLUMN JOINT USNG NANO COMPOSITE FERROCEMENT JA...
PERFORMANCE OF BEAM COLUMN JOINT WITH GEOPOLYMER MATERIAL BY NON LINEAR ANALYSIS
PERFORMANCE OF BEAM COLUMN JOINT WITH GEOPOLYMER MATERIAL BY NON LINEAR ANALYSIS
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
Ijciet 06 08_008
Ijciet 06 08_008
EXPERIMENTAL INVESTIGATIONS ON COMPRESSION BEHAVIOR PARAMETERS OF NSC AND SC...
EXPERIMENTAL INVESTIGATIONS ON COMPRESSION BEHAVIOR PARAMETERS OF NSC AND SC...
The Study of Flexural and Ultimate Behavior of Ferrocement Lightweight Beam b...
The Study of Flexural and Ultimate Behavior of Ferrocement Lightweight Beam b...
IRJET- Experimental Analysis of Deep Beam Strengthened by Glass Fiber Reinfor...
IRJET- Experimental Analysis of Deep Beam Strengthened by Glass Fiber Reinfor...
V01226139142
V01226139142
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...
Analysis of a High Rise Building Frame under Wind Pressure Considering Steel ...
Analysis of a High Rise Building Frame under Wind Pressure Considering Steel ...
Seismic and progressive collapse mitigation of shear energy dissipation beam ...
Seismic and progressive collapse mitigation of shear energy dissipation beam ...
More from IRJET Journal
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
IRJET Journal
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
IRJET Journal
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
IRJET Journal
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
IRJET Journal
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
IRJET Journal
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
IRJET Journal
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
IRJET Journal
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
IRJET Journal
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
IRJET Journal
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
IRJET Journal
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
IRJET Journal
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
IRJET Journal
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
IRJET Journal
React based fullstack edtech web application
React based fullstack edtech web application
IRJET Journal
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
IRJET Journal
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
IRJET Journal
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
IRJET Journal
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
IRJET Journal
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
IRJET Journal
Solving Linear Differential Equations with Constant Coefficients
Solving Linear Differential Equations with Constant Coefficients
IRJET Journal
More from IRJET Journal
(20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
React based fullstack edtech web application
React based fullstack edtech web application
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Solving Linear Differential Equations with Constant Coefficients
Solving Linear Differential Equations with Constant Coefficients
Recently uploaded
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
ranjana rawat
the ladakh protest in leh ladakh 2024 sonam wangchuk.pptx
the ladakh protest in leh ladakh 2024 sonam wangchuk.pptx
humanexperienceaaa
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Suman Mia
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
RajkumarAkumalla
Roadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and Routes
M Maged Hegazy, LLM, MBA, CCP, P3O
chaitra-1.pptx fake news detection using machine learning
chaitra-1.pptx fake news detection using machine learning
misbanausheenparvam
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Dr.Costas Sachpazis
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
9953056974 Low Rate Call Girls In Saket, Delhi NCR
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
Suhani Kapoor
Porous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writing
rakeshbaidya232001
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Dr.Costas Sachpazis
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
Call Girls in Nagpur High Profile
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptx
Asutosh Ranjan
SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )
Tsuyoshi Horigome
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Low Rate Call Girls In Saket, Delhi NCR
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
slot gacor bisa pakai pulsa
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Christo Ananth
(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Service
(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Service
ranjana rawat
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
null - The Open Security Community
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
RajaP95
Recently uploaded
(20)
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
the ladakh protest in leh ladakh 2024 sonam wangchuk.pptx
the ladakh protest in leh ladakh 2024 sonam wangchuk.pptx
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
Roadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and Routes
chaitra-1.pptx fake news detection using machine learning
chaitra-1.pptx fake news detection using machine learning
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
Porous Ceramics seminar and technical writing
Porous Ceramics seminar and technical writing
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptx
SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
9953056974 Call Girls In South Ex, Escorts (Delhi) NCR.pdf
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Service
(RIA) Call Girls Bhosari ( 7001035870 ) HI-Fi Pune Escorts Service
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
Exploring_Network_Security_with_JA3_by_Rakesh Seal.pptx
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
HARMONY IN THE NATURE AND EXISTENCE - Unit-IV
Structural Performance of Jacketing in Reinforced Concrete Columns: A Brief Survey
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 12 | Dec 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1043 Structural Performance of Jacketing in Reinforced Concrete Columns: A Brief Survey Om Prakash Pal1 1M.tech, Department of Civil Engineering, Millenium college of Technology & Science, Bhopal(M.P), India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Most of the reinforced concrete (RC) residential buildings situated in earthquake prone areas are not seismically designed. To prevent disaster due to future earthquakes, these deficitstructuresneedtoberetrofitted. The present thesis discussesabout thestructuralbehaviorand gain in strength of RC column re strengthened by using three retrofitting techniques: RC jacketing, fiber reinforcedpolymer (FRP) wrapping and steel jacketing. The objectiveofthisstudy is to discuss the difference in structurebehaviorofRCCcolumn after retrofitting by, RC jacket, three different types of CFRP and steel jacketing by comparing their demand-capacityratio (DCR) and inter-story drifts. In this study, a typical G+1 RC residential structure located in North-East region of India (seismic Zone-V according to IS1893:2016) is modeled numerically and analyzed linear dynamically. All the real parameters corresponding to this location such as soil type, topology, seismic zone etc. are considered. IS 875 (part-1 and part 2):1987 has been referred for application of loads and IS1893(part-1):2016 forseismic analysis. RC columns thatare seismically deficit are then retrofitted with RCjacketing, CFRP andsteel jacketing and the comparative study on their behavior against earthquake is done. RC jacket is designed according to IS 456 and IS 15988, CFRP is designed according to ACI440.2R-17 and steel jacket based on existing literatures. CFRP was found to be more efficient among all three retrofitting techniques for enhancement of capacity of RC column. RC jacking gave best results for reduction in inter- story drift ratios of structure Key Words: Retrofitting design, RC jacketing, FRP wrapping, steel jacketing, Response Spectrum Analysis. 1. INTRODUCTION Almost everyone has heard of concrete and knowsthatitisa material that is used in the construction of various structures such as multi-story buildings, flyovers, and bridges, and that concrete is nothing more than a mixture of binding material, fine aggregates, and coarse aggregates mixed with the appropriate amount of water. Reinforced cement concrete (RCC) is a versatile material that is widely employed in most projects around the world. However, its performanceduringearthquakesorseismicforceshasraised a number of concerns in the minds of many researchers. Earthquakes can cause reinforced concrete structures to collapse, resulting in the loss of lives as well as massive economic losses. The majority of structures in India cannot withstand even minor seismic or earthquake loading. It is critical for RC constructions to have the lateral resistance capacity against brittle breakdown during seismic activity. Buildings that are not earthquake resistant and were built using non-seismic codes ofpracticearevulnerabletoseismic excitations. Because RC buildings are expensive to reconstruct and demolish, upgrading a small portion of structural components and the building can be a viable method for assuring the safety of structure and people. 1.1 RC Jacketing RC-jacketing is mostly used process for strengthening of reinforced concretecolumns.Ithasbeenstudiedbyanumber of researchers for its effectiveness in strengthening weak structures and restoring their load carrying capacity. According to a statistical study conducted to investigate the ways utilized to strengthen various concrete structures damaged by an earthquake in 1985, RC-jacketing was often used as a reinforcing strategy. When it comes to the structural qualities of RC jacketing, this method can increase stiffness while improving strength and ductility. It improves the overall behavior of that structure while also increasing the strength and ductility of the target part. It was also proved that via RC jacketing, a strong beam weak column may be transformed into a weak beam strong column. Furthermore, the RC-Jacketing method can boost a damaged column's strength by three times its original value. A similar study on RC frames discovered that the lateral strength was five times that of the original frame. The RC-Jacketing technique, on the other hand,is simple and requires extreme caution when itcomestosurfacedrying;otherwise,thejacket can split. Fig -1: RC jacketed RC column with different cross-section
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 12 | Dec 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1044 1.2 Fiber Reinforced Polymer (FRP) In recent years, Fiber Reinforced Polymer (FRP) has gained popularity for retrofitting or reinforcing reinforced concrete structural parts. It's a composite material consisting a polymer matrix and natural or synthetic fibers. Carbon, aramid, glass, basalt, and a variety of other fibers, including paper, wood, asbestos, and natural fibers, have all been employed. As previously stated, aramidfibers,a type of synthetic fiber, are employed in this experimental study.Despite of the fact that there are a few researches evaluating the confinement efficiency of various FRPs on reinforced concrete columns on the basis of serviceability and strength. This thesis focuses on the application of Carbon Fiber Reinforced Polymers (CFRP) to improve the compression behavior of preloaded RC columns. Fig -2: A RCC column with FRP laminates 2. Methodology 1. Strength related checks ofeach componentofthestructure will be performed manually as per guidelines provided in IS 1893 (Part 1):2016. 2. The entire structure to be modeled in ETABS 2018 as per the actualsiteconditions,i.e.soiltype,loads,earthquakezone, building architecture and etc. 3. Loads on the structure will be applied as per IS 875:1987 and seismic analysis as per IS 1893(part-1):2016.. 4. The model will be then analyzed linear dynamically (RSA) for the defined load combinations for the checks and optimizations of the structural member. 5. The critical members will be then modified individually in order to obtain the required strength under the action of seismic loads. 6. Comparison of the resultsof all three retrofitting methods. 3.Literature Review Ghobarah A. et al (1997) presented an experimental studyof failure modes of non- ductile RC columns re-strengthened with the use of rectangular flat steel jackets. Expansion anchor bolts were used to secure the jacket to the column. The study's goal was to determine how effective this type of jacketing is at improving column seismic performance. Under cyclic loading, three large scale columns were tested. It was discovered that strengthening columns with steel jackets and expansion anchor bolts improved their cyclic behavior Sakino K. et al (2000) offered a report (based on several studies done in Japan), on theseismic behavior of the square reinforced concrete columns retrofitted using steel jackets. The load bearing and deformation capabilities of the retrofitted RC columns are the focus of theirreport.Themain items studied in this report are: (1)stress-straincurvemodel for concrete confined by the steel jacket, (2) methods to evaluateshear strength andultimatebending strength ofthe retrofitted reinforced concrete columns, and (3) a design formula for prediction of the deformation capacity of retrofitted columns. Kaliyaperumal G. et al (2009) studied the influence of jacketing on the performance and flexural strength of RC columns. Slant shear tests werefirstperformedtoinvestigate the interaction between the old and new concrete. Second, column specimens were put tothetesttoseehowstrongthey were. Third, the ductility (or energy absorption) and energy dissipation of beam-column joint sub-assemblagespecimens wereinvestigated.Analyticalstudieswereconductedinorder to forecast thetrial outcomes. The moment versus curvature curves and the axial load versus momentinteraction curves for the retrofitted RC columns were predicted using lamellar technique and a simplified technique of analysis. Mohsen S. et al (2013) (based on Lam and Tang model) worked for the verification ofthe the model of FRP confined columns in SAP2000, which calculates the material parameters of wrapped reinforced concrete columns. The technique for modellingandassigningspecializations isgiven in context, and the analysis results have been compared to literaturetodeterminethedependabilityofanalysis.ForFRP confined RCcolumns with and without reference to ACI-440 regulations for the rectangular and thecircular section, the allowed range of difference according to SAP2000 (2009) guideline is controlled.Aninvestigationoftheperformanceof FRP wrapped columns revealed that yield is comparable to that of the typical RC columns,butductilityandpost-yieldare different. TarabiaA.M.etal(2014)conductedanexperimentalstudy on ten column’s specimensthat are axially loaded till failure. The major goals of his work were to investigate the behavior and effectiveness ofRC squarecolumns reinforced withsteel stripsandangles(steel cage).The key researchedparameters in his paper were the spacing of strips, grout material between column sides and steel angles,sizeofthesteelangle,
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 12 | Dec 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1045 and the connection between the steel cage and the head of specimen. 4. Result Of Analysis Of Retrofitting Building RC cloumns selected for retrofitting have been designed as described in last chapter and then modelled and analyzed linear dynamically on computer software. Columns are been retrofitted using all three methods by referring the standard codes asspecifiedin last chapter. Results of DCR of particular columns obtained after analysis has been tabulated in this section. DCR (demand capacity ratio) of column is calculated for every individual loadcombination used for design. The load combination having maximum value ofDCR is critical load combination. For calculation of DCR, all theloadsactingoncolumnare evaluated. Vertical loads include DL, SIDL and LL. Lateral loads are seismic loads in both X and Ydirections.Baseshear (calculated in section 3.4 ) is then distributed on each floor with respect to proportion of weight of that floor. These distributed base shear are lateral earthquake forcesinXand Y directions. All these loads are thensubstitutedinloadcombinations for calculation of thatload demand of column. Ratio of this demand and capacity is termed as DCR Table -1: DCR of columns wrapped with CFRP-1 Table -2: DCR of columns wrapped with CFRP-2 Table 3: DCR of columns wrapped with CFRP-HM60 3. CONCLUSIONS Based on the of results obtained by linear dynamic analysis of retrofitting techniques of RC column, following conclusions can be made- RC jacketing it is observed to be more effective than FRP and steel jacketing forenhancement of stiffness CFRP proved to be best of all the three in reduction of DCR of columns Col. No. Unique name Floor Existing DCR No. of layersof DCR after wrapping C6 33 1st 9.201 18 1.084 C6 35 Terrace 6.919 5 1.692 C7 17 1st 7.008 20 1.06 C7 19 Terrace 5.805 8 1.397 C10 41 1st 6.465 36 0.66 C10 43 Terrace 4.978 2 2.309 C12 65 1st 9.094 31 0.733 C12 67 Terrace 6.133 9 0.805 C15 61 1st 9.08 15 1.167 C15 63 Terrace 6.073 8 0.178 C19 53 1st 8.805 29 0.661 C19 55 Terrace 6.385 8 1.11 Col. No. Unique name Floor Existing DCR No. of layersof DCR after wrapping C6 33 1st 9.201 13 1.073 C6 35 Terrace 6.919 6 1.202 C7 17 1st 7.008 14 1.062 C7 19 Terrace 5.805 10 .0971 C10 41 1st 6.465 25 .669 C10 43 Terrace 4.978 6 1.205 C12 65 1st 9.094 21 0.726 C12 67 Terrace 6.133 6 1.085 C15 61 1st 9.08 17 0.85 C15 63 Terrace 6.073 7 1.031 C19 53 1st 8.805 20 0.668 C19 55 Terrace 6.385 6 1.072 Col.No. Unique name Floor Existing DCR No. of layersof DCR after wrapping C6 33 1st 9.201 12 1.125 C6 35 Terrace 6.919 4 1.566 C7 17 1st 7.008 13 1.119 C7 19 Terrace 5.805 6 1.312 C10 41 1st 6.465 24 0.689 C10 43 Terrace 4.978 2 1.707 C12 65 1st 9.094 21 0.739 C12 67 Terrace 6.133 6 1.095 C15 61 1st 9.08 10 1.213 C15 63 Terrace 6.073 5 1.278 C19 53 1st 8.805 19 0.699 C19 55 Terrace 6.385 6 1.075
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 12 | Dec 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 1046 Inter-storey drift of RC structure has been reduced effectively just by restrengthening of six out of nineteen columns. Inter-storey drift of structure can be reduced to satisfy criteria of IS codes (0.004 times of storey height) by restrengthening of key frame members. RC jacket increases the dead load on columns below and effects nearby area duringexecution. RC jacket increases crossection area resulting in increasing of self weigth of structure, hence the adjacent columns also get effected by its increased load. Therefore, this increased load should be considered during its design. REFERENCES [1] IS 1893 (part 1): 2016, Indian Standard “Criteria for Earthquake Resistance design of structures”, “Part-I : General provision and buildings, (Fifth Revision)”, Bureau of Indian Standards, New Delhi. [2] Rasheed H.A., ‘Strengthening Design of Reinforced Concrete with FRP”. Boca Raton CRC Press, 2014. [3] IS 456-2000, Indian Standard Plain and Reinforced Concrete Code of Practice. Bureauof Indian Standards, New Delhi, 2000. [4] IS 15988:2013, Seismic Evaluation And Strengthening Of Existing Reinforced Concrete Buildings –Guidelines, Bureau of Indian Standards, New Delhi, 2013 [5] ATC - 40 (1996), Seismic evaluation and retrofit of concrete buildings, vol 1, Report No SSC 96-01 [6] British Standards Institution. BS EN 1994-1-1:2004. Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings. BSI 2005. [7] Tarabia A.M., Albakry H.F. 2014 “Strengthening of RC columns by steel angles and strips” Alexendria Engineering Journal Volume 53, Issue 3, September 2014, Pages 615-626
Download now