Kernel Metadata Declaration — on demand
ISO 26324 asks a DOI Registration Agency to produce a Kernel Metadata Declaration for every DOI it issues. Give any DOI: its public record becomes a record in the Smart Scholars DOI Metadata Format 1.0, checked against every rule, and declared as the Kernel XML.
✓ Meets every rule of the format
The record below is complete and every controlled value is a DOI Attribute Value Set 2.3 spelling. The Declaration on the right follows DOIMetadataKernel.xsd element by element.
What the DOI identifies
A State-of-the-Art Technical Review of Advanced Retrofitting Techniques for Reinforced Concrete Structures
10.46243/jst.2021.v6.i02.pp137-145 · JournalArticle — an article in a journal · Digital · Visual · Language · en
Published 2021-02-02
Part of Journal of Science & Technology · ISSN 2456-5660 · vol. 06 · no. 02 · pp. 137–145
Principal agents
- Dr.P.ADAIKALAKUMAR (author → Author)
- SHEIK ABDUL REHMAN (author → Author)
- Dr.RANGANAHAN (author → Author)
- K SUDHEER (author → Author)
- K.ESHWARAIAH (author → Author)
- Dr.EDARA KRISHNA REDDY (author → Author)
- Longman Publishers (publisher → Publisher)
Also in the record, outside the Kernel: the abstract, the licence, 4 links, 15 references. Source: Crossref (member 25296), registered 2026-09-08, last deposited 2026-09-20.
System metadata — ISO 26324:2025, Annex B · DOI Handbook 10.1
Each element by the standard's name and the Handbook's (in grey), read off the record.
| DOI Name DOI name | 10.46243/jst.2021.v6.i02.pp137-145 |
| Referent Type referentType | Creation |
| Referent Sub-Type referentSubType | JournalArticle — an article in a journal |
| Referent Name(s) referentName(s) | A State-of-the-Art Technical Review of Advanced Retrofitting Techniques for Reinforced Concrete Structures (PrincipalTitle, en) |
| Basic Metadata basicMetadata | author: Dr.P.ADAIKALAKUMAR author: SHEIK ABDUL REHMAN author: Dr.RANGANAHAN author: K SUDHEER author: K.ESHWARAIAH author: Dr.EDARA KRISHNA REDDY publisher: Longman Publishers published: 2021-02-02 part of: Journal of Science & Technology · ISSN 2456-5660 · vol. 06 · no. 02 · pp. 137–145 language: en form: Digital · Visual · Language |
| Referent Identifier(s) alternateIdentifier(s) | none besides the DOI |
| Registration Authority registrationAuthorityCode | Crossref — issued by Crossref (member 25296); held here as a copy |
| Created Date issueDate | 2026-09-08 |
| relatedIdentifiers | none needed — the descriptive metadata is in this record |
The record
{
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"doi": "10.46243/jst.2021.v6.i02.pp137-145",
"referent": "Creation",
"type": "JournalArticle",
"structural_type": "Digital",
"modes": [
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"characters": [
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"titles": [
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"type": "PrincipalTitle",
"lang": "en"
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"identifiers": [
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"agents": [
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"links": [
{
"url": "https://www.jst.org.in/index.php/pub/article/view/337",
"return_type": "text/html",
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{
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"purpose": "similarity-checking"
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"abstract": {
"value": "Any technology or material has its limitations and new technologies have been invented and utilizedover the ages to meet the new requirements. A large number of seismically prone reinforced concrete structures are not able to withstand earthquakes in accordance with the current provisions for coal. Moreover, the seismic Due to a design deficiency, construction deficiency, additional loads, and behaviorof existing buildings is affected Additional demand for performance, etc. Recent earthquakes have clearly shown an urgent need for improvement and strengthenthose structures that are seismically deficient. The upgrade is one of the best options for making an existing one inadequateconstruction safe from future likely earthquakes or other environmental forces. The refurbishment reduces Vulnerability of structural damage in the near future of seismic activity. It aims to consolidate a structure Comply with the requirements of current seismic design codes. A considerable amount of research has been carried out develop variousenhancement and rehabilitation techniques to improve seismic performance in recent years ofstructures. Of structures. This article aims to provide an overview of various innovative and cost-effective techniques Retrofit for reinforcement of damaged structures. Seismic construction protection is a concept based on requirements aimed atimproving the performance of any structure Future earthquakes. Futureearthquakes. Earthquakes of various magnitudes have taken place in India recently, causing extensive Life and property damage. Some materials and techniques recently developed can play an important role in the structural repairs. Seismicreinforcement, whether damaged or undamaged, of existing buildings. The main concern of astructural engineer must restore the structures as fast as possible successfully. Choice of the right materials, thetechniques and procedures for the repair of a certain structure were a major challenge. Innovative Structural repair techniques have numerous advantages over conventional techniques. Some guidelines for thepresent paper discussed the selection of materials for repair work, e.g. steel, reinforced fiberpolymers. The choice of materials and techniques to use depends on many aspects from various perspectives prospectivei.e. Requirementand available financial resources, applicability and appropriatenessof materials Repair of structures damaged. Useof standard and innovative repair materials, suitable technology, manufacturing,Conservation and preservation according to project objectives and Building renovation can include a range of different technical considerations such as fire safety, geotechnical safety Weathering and water infiltration, hazards and remedies, structural performance in earthquakes and wind loads.",
"lang": "en"
},
"license": {
"url": "https://creativecommons.org/licenses/by/4.0/",
"start": "2021-02-02",
"applies_to": "vor"
},
"references": [
{
"key": "ref1",
"unstructured": "IS: 1893-2002 (part-1) Criteria for Earthquake Resistant Design of Structures (Part 1: General Provision and Buildings) – Code of Practice"
},
{
"key": "ref2",
"unstructured": "IS: 4326-1993 Earthquake Resistant Design and Construction of Buildings–Code of Practice"
},
{
"key": "ref3",
"unstructured": "IS: 13920-1993 Ductile Detailing of Reinforced Concrete Structures subjected to Seismic Forces–Code of Practice"
},
{
"key": "ref4",
"unstructured": "IS: 13935-1993 Repair and Seismic Strengthening of Buildings–Guidelines"
},
{
"key": "ref5",
"unstructured": "IS: 13828-1993 Improving Earthquake Resistance of Low Strength Masonry Buildings–Guidelines"
},
{
"key": "ref6",
"unstructured": "IS: 13827-1993 Improving Earthquake Resistance of Earthen Buildings–Guidelines"
},
{
"key": "ref7",
"doi": "10.1080/13632460309350447",
"unstructured": "Cardone, D. and Dolce, M., 2003, Seismic Protection of Light Secondary Systems through Different Base Isolation Systems, Journal of Earthquake Engineering, 7 (2), 223-250"
},
{
"key": "ref8",
"doi": "10.63898/ciok9697",
"unstructured": "Constantinou, M.C., Symans, M.D., Tsopelas, P., and Taylor, D.P., 1993, Fluid Viscous Dampers in Applications of Seismic Energy Dissipation and Seismic Isolation, ATC-17-1, Applied Technology Council, San Francisco"
},
{
"key": "ref9",
"unstructured": "EERI, 1999, Lessons Learnt Over Time–Learning from Earthquakes Series: Volume II Innovative Recovery in India, Earthquake Engineering"
},
{
"key": "ref10",
"unstructured": "Research Institute, Oakland (CA), USA.Murty, C.V.R., 2004, IITK-BMTPC Earthquake Tip, New Delhi"
},
{
"key": "ref11",
"unstructured": "FEMA–547. (2006).”Techniques for the seismic rehabilitation of existing buildings.” Federal emergency management Agency"
},
{
"key": "ref12",
"unstructured": "Washington, D.C. FIB (2003).” Seismic Assessment and retrofit of reinforced concrete buildings: state of the art report–International (4), 552-"
},
{
"key": "ref13",
"unstructured": "IS 456–2016, Code of practice for “Plain and Reinforced Concrete”? Bureau of Indian standards, New-Delhi (2016)"
},
{
"key": "ref14",
"unstructured": "IS 10262–2019, Indian standard recommended guidelines for concrete mix design, Bureau of Indian standards, New-Delhi (2019)"
},
{
"key": "ref15",
"unstructured": "ACI 440. 1R (2007). Report on “Fibre-Reinforced Polymer (FRP) Reinforcement”, American Concrete Institute (ACI) Committee 440 Farmington Hills, MI"
}
],
"record": {
"registrant": "Longman Publishers",
"registered": "2026-09-08",
"updated": "2026-09-20",
"issue_number": 1,
"source": "crossref-api",
"source_agency": "Crossref (member 25296)"
}
}The Kernel Metadata Declaration
DOIMetadataKernel.xsd · namespace http://www.doi.org/2010/DOISchema · Attribute Value Sets 2.3 · draft — the agency's DOI name is filled in on accreditation
<?xml version="1.0" encoding="UTF-8"?>
<!-- DRAFT declaration: Smart Scholars is not yet a DOI Registration Agency. registrationAgencyDoiName is a marker (10.0/ is no RA's prefix) and is filled in on accreditation. -->
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