{ "ok": true, "doi": "10.46243/jst.2023.v8.i03.pp10-16", "events": [ { "seq": 1, "kind": "register", "at": "2026-09-29 22:00:23", "by": "Administrator (admin)", "by_kind": "user", "note": "registered at Crossref; record read from api.crossref.org", "changes": [ { "path": "abstract.lang", "from": null, "to": "en" }, { "path": "abstract.value", "from": null, "to": "This investigates the behavior of ferro-cement encased square reinforced concrete (RC) column subjected to monotonically increasing the small eccentric load or axially. Three different types of square jacketing techniques have been studied experimentally to find out the effectiveness of ferro-cement confinement of RC columns against eccentric loading. Six scaled down ferro-cement jacketed specimens (two from each group) and two non jacketed scale down specimens (square column) were tested for this purpose. The result obtained from this study show that the benchmark specimens (column without firrocement encasement) fail with non ductile mode of failure when the load reaches to its peak value, however incase of jacketed specimens load carrying capacity and ductility performance are obtained to be more than those obtained from bench mark specimen" }, { "path": "agents.0.name.family", "from": null, "to": "BOJJA RAKESH" }, { "path": "agents.0.name.given", "from": null, "to": "BOJJA RAKESH" }, { "path": "agents.0.role", "from": null, "to": "author" }, { "path": "agents.0.sequence", "from": null, "to": "first" }, { "path": "agents.1.name.org", "from": null, "to": "Longman Publishers" }, { "path": "agents.1.role", "from": null, "to": "publisher" }, { "path": "characters.0", "from": null, "to": "Language" }, { "path": "container.identifiers.0.medium", "from": null, "to": "electronic" }, { "path": "container.identifiers.0.type", "from": null, "to": "ISSN" }, { "path": "container.identifiers.0.value", "from": null, "to": "2456-5660" }, { "path": "container.issue", "from": null, "to": "3" }, { "path": "container.pages.first", "from": null, "to": "10" }, { "path": "container.pages.last", "from": null, "to": "16" }, { "path": "container.titles.0.type", "from": null, "to": "PrincipalTitle" }, { "path": "container.titles.0.value", "from": null, "to": "Journal of Science & Technology" }, { "path": "container.type", "from": null, "to": "Journal" }, { "path": "container.volume", "from": null, "to": "8" }, { "path": "dates.date_type", "from": null, "to": "PublicationDate" }, { "path": "dates.online", "from": null, "to": "2023-03-08" }, { "path": "dates.published", "from": null, "to": "2023-03-08" }, { "path": "doi", "from": null, "to": "10.46243/jst.2023.v8.i03.pp10-16" }, { "path": "format", "from": null, "to": "smartscholars-doi-metadata/1.0" }, { "path": "identifiers.0.type", "from": null, "to": "DOI" }, { "path": "identifiers.0.value", "from": null, "to": "10.46243/jst.2023.v8.i03.pp10-16" }, { "path": "language", "from": null, "to": "en" }, { "path": "license.applies_to", "from": null, "to": "vor" }, { "path": "license.start", "from": null, "to": "2023-03-08" }, { "path": "license.url", "from": null, "to": "https://creativecommons.org/licenses/by/4.0/" }, { "path": "links.0.primary", "from": null, "to": true }, { "path": "links.0.return_type", "from": null, "to": "text/html" }, { "path": "links.0.url", "from": null, "to": "https://www.jst.org.in/index.php/pub/article/view/698" }, { "path": "links.1.purpose", "from": null, "to": "text-mining" }, { "path": "links.1.return_type", "from": null, "to": "application/pdf" }, { "path": "links.1.url", "from": null, "to": "https://www.jst.org.in/index.php/pub/article/download/698/625" }, { "path": "links.2.purpose", "from": null, "to": "text-mining" }, { "path": "links.2.return_type", "from": null, "to": "application/xml" }, { "path": "links.2.url", "from": null, "to": "https://www.jst.org.in/index.php/pub/article/download/698/1892" }, { "path": "links.3.purpose", "from": null, "to": "similarity-checking" }, { "path": "links.3.url", "from": null, "to": "https://www.jst.org.in/admin/uploads/Experimental%20study%20on%20reinforced%20concrete%20column%20strengthened%20with%20ferrocement%20jacke.pdf" }, { "path": "modes.0", "from": null, "to": "Visual" }, { "path": "record.issue_number", "from": null, "to": 1 }, { "path": "record.registered", "from": null, "to": "2024-02-16" }, { "path": "record.registrant", "from": null, "to": "Longman Publishers" }, { "path": "record.source", "from": null, "to": "crossref-api" }, { "path": "record.source_agency", "from": null, "to": "Crossref (member 25296)" }, { "path": "record.updated", "from": null, "to": "2026-09-20" }, { "path": "references.0.doi", "from": null, "to": "10.1201/9781482271621-94" }, { "path": "references.0.key", "from": null, "to": "ref1" }, { "path": "references.0.unstructured", "from": null, "to": "Masukawa, J., Akiyama, H., and Saito, H. (1997), “Retrofitted of Existing Reinforced Concrete Piers by Using Carbon Fiber Sheet and Aramid Fiber Sheet”, Proceedings of the Third International Symposiumon Non-Metallic (FRP) Reinforcement for Concrete Structures, October, pp. 411-418" }, { "path": "references.1.key", "from": null, "to": "ref2" }, { "path": "references.1.unstructured", "from": null, "to": "Lub and Van Wainroi (1989), “Test on Strengthening of RC Beam by Using Shotcrete Ferrocement,” Journalof Ferrocement, Vol 19, No. 4, October, pp. 363-370" }, { "path": "references.2.doi", "from": null, "to": "10.14359/2064" }, { "path": "references.2.key", "from": null, "to": "ref3" }, { "path": "references.2.unstructured", "from": null, "to": "Basanbul, I.A., Gubati, A., Al-Sulaimani, G.J., and Baluch, M.H. (1990), “Repaired Reinforced ConcreteBeams,” ACI Material Journal, Vol. 87, No. 4, August, pp. 348-354" }, { "path": "references.3.key", "from": null, "to": "ref4" }, { "path": "references.3.unstructured", "from": null, "to": "Andrews, G., and Sharma, A.K. (1988), “Repaired Reinforced Concrete Beams,” Concrete International : Design and Construction, Vol. 10, No. 4, April, pp. 47-51" }, { "path": "references.4.doi", "from": null, "to": "10.14359/4168" }, { "path": "references.4.key", "from": null, "to": "ref5" }, { "path": "references.4.unstructured", "from": null, "to": "Priestley, M.J.N., Sieble, F., Xiao, Y., and Verma, R. (1994), “Steel Jacket Retrofitting of Reinforced ConcreteBridge Columns for Enhanced Shear Strength-Part II: Test Results and Comparison with Theory, “ ACIStructural Journal, V. 91, No. 5, Sept.-Oct., pp. 537-551. BOJJA RAKESH, K. RAMAKRISHNAREDDY: EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN STRENGTHENED WITH FERROCEMENT JACKET" }, { "path": "references.5.doi", "from": null, "to": "10.14359/4593" }, { "path": "references.5.key", "from": null, "to": "ref6" }, { "path": "references.5.unstructured", "from": null, "to": "Rodriquez, M., and Park, R. (1994), “Seismic Load Test on Reinforced Concrete Columns Strengthenedby Jacketing”, ACI Structural Journal, Vol 91, No. 2, March-April, pp. 150- 159" }, { "path": "references.6.doi", "from": null, "to": "10.3130/aijs.59.155_2" }, { "path": "references.6.key", "from": null, "to": "ref7" }, { "path": "references.6.unstructured", "from": null, "to": "Takiguchi, K., Nagashima, T., and Irei, T. (1994), “Strength of Small Size Steel Encased Reinforced Concrete Columns with High Strength Materials Under Cyclic Loading”, Journal Structural Construction Engineering, AIJ, No. 466, Dec., pp. 155-163" }, { "path": "referent", "from": null, "to": "Creation" }, { "path": "structural_type", "from": null, "to": "Digital" }, { "path": "titles.0.lang", "from": null, "to": "en" }, { "path": "titles.0.type", "from": null, "to": "PrincipalTitle" }, { "path": "titles.0.value", "from": null, "to": "EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN STRENGTHENED WITH FERROCEMENT JACKET" }, { "path": "type", "from": null, "to": "JournalArticle" } ], "record_after": { "format": "smartscholars-doi-metadata/1.0", "doi": "10.46243/jst.2023.v8.i03.pp10-16", "referent": "Creation", "type": "JournalArticle", "structural_type": "Digital", "modes": [ "Visual" ], "characters": [ "Language" ], "titles": [ { "value": "EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN STRENGTHENED WITH FERROCEMENT JACKET", "type": "PrincipalTitle", "lang": "en" } ], "identifiers": [ { "type": "DOI", "value": "10.46243/jst.2023.v8.i03.pp10-16" } ], "agents": [ { "role": "author", "name": { "given": "BOJJA RAKESH", "family": "BOJJA RAKESH" }, "sequence": "first" }, { "role": "publisher", "name": { "org": "Longman Publishers" } } ], "dates": { "published": "2023-03-08", "date_type": "PublicationDate", "online": "2023-03-08" }, "language": "en", "container": { "type": "Journal", "titles": [ { "value": "Journal of Science & Technology", "type": "PrincipalTitle" } ], "identifiers": [ { "type": "ISSN", "value": "2456-5660", "medium": "electronic" } ], "volume": "8", "issue": "3", "pages": { "first": "10", "last": "16" } }, "links": [ { "url": "https://www.jst.org.in/index.php/pub/article/view/698", "return_type": "text/html", "primary": true }, { "url": "https://www.jst.org.in/index.php/pub/article/download/698/625", "purpose": "text-mining", "return_type": "application/pdf" }, { "url": "https://www.jst.org.in/index.php/pub/article/download/698/1892", "purpose": "text-mining", "return_type": "application/xml" }, { "url": "https://www.jst.org.in/admin/uploads/Experimental%20study%20on%20reinforced%20concrete%20column%20strengthened%20with%20ferrocement%20jacke.pdf", "purpose": "similarity-checking" } ], "abstract": { "value": "This investigates the behavior of ferro-cement encased square reinforced concrete (RC) column subjected to monotonically increasing the small eccentric load or axially. Three different types of square jacketing techniques have been studied experimentally to find out the effectiveness of ferro-cement confinement of RC columns against eccentric loading. Six scaled down ferro-cement jacketed specimens (two from each group) and two non jacketed scale down specimens (square column) were tested for this purpose. The result obtained from this study show that the benchmark specimens (column without firrocement encasement) fail with non ductile mode of failure when the load reaches to its peak value, however incase of jacketed specimens load carrying capacity and ductility performance are obtained to be more than those obtained from bench mark specimen", "lang": "en" }, "license": { "url": "https://creativecommons.org/licenses/by/4.0/", "start": "2023-03-08", "applies_to": "vor" }, "references": [ { "key": "ref1", "doi": "10.1201/9781482271621-94", "unstructured": "Masukawa, J., Akiyama, H., and Saito, H. (1997), “Retrofitted of Existing Reinforced Concrete Piers by Using Carbon Fiber Sheet and Aramid Fiber Sheet”, Proceedings of the Third International Symposiumon Non-Metallic (FRP) Reinforcement for Concrete Structures, October, pp. 411-418" }, { "key": "ref2", "unstructured": "Lub and Van Wainroi (1989), “Test on Strengthening of RC Beam by Using Shotcrete Ferrocement,” Journalof Ferrocement, Vol 19, No. 4, October, pp. 363-370" }, { "key": "ref3", "doi": "10.14359/2064", "unstructured": "Basanbul, I.A., Gubati, A., Al-Sulaimani, G.J., and Baluch, M.H. (1990), “Repaired Reinforced ConcreteBeams,” ACI Material Journal, Vol. 87, No. 4, August, pp. 348-354" }, { "key": "ref4", "unstructured": "Andrews, G., and Sharma, A.K. (1988), “Repaired Reinforced Concrete Beams,” Concrete International : Design and Construction, Vol. 10, No. 4, April, pp. 47-51" }, { "key": "ref5", "doi": "10.14359/4168", "unstructured": "Priestley, M.J.N., Sieble, F., Xiao, Y., and Verma, R. (1994), “Steel Jacket Retrofitting of Reinforced ConcreteBridge Columns for Enhanced Shear Strength-Part II: Test Results and Comparison with Theory, “ ACIStructural Journal, V. 91, No. 5, Sept.-Oct., pp. 537-551. BOJJA RAKESH, K. RAMAKRISHNAREDDY: EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN STRENGTHENED WITH FERROCEMENT JACKET" }, { "key": "ref6", "doi": "10.14359/4593", "unstructured": "Rodriquez, M., and Park, R. (1994), “Seismic Load Test on Reinforced Concrete Columns Strengthenedby Jacketing”, ACI Structural Journal, Vol 91, No. 2, March-April, pp. 150- 159" }, { "key": "ref7", "doi": "10.3130/aijs.59.155_2", "unstructured": "Takiguchi, K., Nagashima, T., and Irei, T. (1994), “Strength of Small Size Steel Encased Reinforced Concrete Columns with High Strength Materials Under Cyclic Loading”, Journal Structural Construction Engineering, AIJ, No. 466, Dec., pp. 155-163" } ], "record": { "registrant": "Longman Publishers", "registered": "2024-02-16", "updated": "2026-09-20", "issue_number": 1, "source": "crossref-api", "source_agency": "Crossref (member 25296)" } }, "url_after": "https://www.jst.org.in/index.php/pub/article/view/698", "sha256_before": null, "sha256_after": "3a930b490285e69001f5c916a5b38e7d9e3c14591e424928e8d069e529f1daf2" }, { "seq": 2, "kind": "update", "at": "2026-09-29 23:59:41", "by": "Administrator (admin)", "by_kind": "user", "note": "record re-read from api.crossref.org", "changes": [ { "path": "container.titles.0.value", "from": "Journal of Science & Technology", "to": "Journal of Science & Technology" } ], "record_after": { "format": "smartscholars-doi-metadata/1.0", "doi": "10.46243/jst.2023.v8.i03.pp10-16", "referent": "Creation", "type": "JournalArticle", "structural_type": "Digital", "modes": [ "Visual" ], "characters": [ "Language" ], "titles": [ { "value": "EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN STRENGTHENED WITH FERROCEMENT JACKET", "type": "PrincipalTitle", "lang": "en" } ], "identifiers": [ { "type": "DOI", "value": "10.46243/jst.2023.v8.i03.pp10-16" } ], "agents": [ { "role": "author", "name": { "given": "BOJJA RAKESH", "family": "BOJJA RAKESH" }, "sequence": "first" }, { "role": "publisher", "name": { "org": "Longman Publishers" } } ], "dates": { "published": "2023-03-08", "date_type": "PublicationDate", "online": "2023-03-08" }, "language": "en", "container": { "type": "Journal", "titles": [ { "value": "Journal of Science & Technology", "type": "PrincipalTitle" } ], "identifiers": [ { "type": "ISSN", "value": "2456-5660", "medium": "electronic" } ], "volume": "8", "issue": "3", "pages": { "first": "10", "last": "16" } }, "links": [ { "url": "https://www.jst.org.in/index.php/pub/article/view/698", "return_type": "text/html", "primary": true }, { "url": "https://www.jst.org.in/index.php/pub/article/download/698/625", "purpose": "text-mining", "return_type": "application/pdf" }, { "url": "https://www.jst.org.in/index.php/pub/article/download/698/1892", "purpose": "text-mining", "return_type": "application/xml" }, { "url": "https://www.jst.org.in/admin/uploads/Experimental%20study%20on%20reinforced%20concrete%20column%20strengthened%20with%20ferrocement%20jacke.pdf", "purpose": "similarity-checking" } ], "abstract": { "value": "This investigates the behavior of ferro-cement encased square reinforced concrete (RC) column subjected to monotonically increasing the small eccentric load or axially. Three different types of square jacketing techniques have been studied experimentally to find out the effectiveness of ferro-cement confinement of RC columns against eccentric loading. Six scaled down ferro-cement jacketed specimens (two from each group) and two non jacketed scale down specimens (square column) were tested for this purpose. The result obtained from this study show that the benchmark specimens (column without firrocement encasement) fail with non ductile mode of failure when the load reaches to its peak value, however incase of jacketed specimens load carrying capacity and ductility performance are obtained to be more than those obtained from bench mark specimen", "lang": "en" }, "license": { "url": "https://creativecommons.org/licenses/by/4.0/", "start": "2023-03-08", "applies_to": "vor" }, "references": [ { "key": "ref1", "doi": "10.1201/9781482271621-94", "unstructured": "Masukawa, J., Akiyama, H., and Saito, H. (1997), “Retrofitted of Existing Reinforced Concrete Piers by Using Carbon Fiber Sheet and Aramid Fiber Sheet”, Proceedings of the Third International Symposiumon Non-Metallic (FRP) Reinforcement for Concrete Structures, October, pp. 411-418" }, { "key": "ref2", "unstructured": "Lub and Van Wainroi (1989), “Test on Strengthening of RC Beam by Using Shotcrete Ferrocement,” Journalof Ferrocement, Vol 19, No. 4, October, pp. 363-370" }, { "key": "ref3", "doi": "10.14359/2064", "unstructured": "Basanbul, I.A., Gubati, A., Al-Sulaimani, G.J., and Baluch, M.H. (1990), “Repaired Reinforced ConcreteBeams,” ACI Material Journal, Vol. 87, No. 4, August, pp. 348-354" }, { "key": "ref4", "unstructured": "Andrews, G., and Sharma, A.K. (1988), “Repaired Reinforced Concrete Beams,” Concrete International : Design and Construction, Vol. 10, No. 4, April, pp. 47-51" }, { "key": "ref5", "doi": "10.14359/4168", "unstructured": "Priestley, M.J.N., Sieble, F., Xiao, Y., and Verma, R. (1994), “Steel Jacket Retrofitting of Reinforced ConcreteBridge Columns for Enhanced Shear Strength-Part II: Test Results and Comparison with Theory, “ ACIStructural Journal, V. 91, No. 5, Sept.-Oct., pp. 537-551. BOJJA RAKESH, K. RAMAKRISHNAREDDY: EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMN STRENGTHENED WITH FERROCEMENT JACKET" }, { "key": "ref6", "doi": "10.14359/4593", "unstructured": "Rodriquez, M., and Park, R. (1994), “Seismic Load Test on Reinforced Concrete Columns Strengthenedby Jacketing”, ACI Structural Journal, Vol 91, No. 2, March-April, pp. 150- 159" }, { "key": "ref7", "doi": "10.3130/aijs.59.155_2", "unstructured": "Takiguchi, K., Nagashima, T., and Irei, T. (1994), “Strength of Small Size Steel Encased Reinforced Concrete Columns with High Strength Materials Under Cyclic Loading”, Journal Structural Construction Engineering, AIJ, No. 466, Dec., pp. 155-163" } ], "record": { "registrant": "Longman Publishers", "registered": "2024-02-16", "updated": "2026-09-20", "issue_number": 1, "source": "crossref-api", "source_agency": "Crossref (member 25296)" } }, "url_after": "https://www.jst.org.in/index.php/pub/article/view/698", "sha256_before": "3a930b490285e69001f5c916a5b38e7d9e3c14591e424928e8d069e529f1daf2", "sha256_after": "185453537233c0adecbd581f081623921d81846f661615c83b766c4cc90364a9" } ] }