Single diagonal precast prestressed concrete bracing for strengthening existing concrete frames View Full Text


Ontology type: schema:ScholarlyArticle      Open Access: True


Article Info

DATE

2018-12

AUTHORS

Fariborz Nateghi Alahi, Mohsen Vatandoost

ABSTRACT

A new method for seismic retrofitting concrete structures is proposed using an X-shaped precast prestressed concrete brace. This PPC brace is made of four precast concrete parts and middle section that are assembled and added to the existing frame. This method has the following benefits: there is no need to work with wet concrete in site or anchor and bolt to the existing frame, which may lead to a fast and economic retrofitting method. The X-shaped concrete brace was made in half size and its efficiency is confirmed. That X-shaped precast prestressed concrete brace was simulated and evaluated by computerized analysis using ABAQUS FEA modeling by authors of this paper earlier, and the proposed brace showed proper results in reducing lateral drifts and that method is considered as a proper method for seismic retrofitting. Here we are suggesting a different setup for the brace, which may lead to faster and more economic strengthening of RC structures. The new setup is omitting the middle section and suggests the brace to be used as a single diagonal. A model of this proposed method is simulated in ABAQUS FEA and the results show it is proper in reducing lateral displacements. More... »

PAGES

1-9

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/s40091-018-0201-5

DOI

http://dx.doi.org/10.1007/s40091-018-0201-5

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1107372737


Indexing Status Check whether this publication has been indexed by Scopus and Web Of Science using the SN Indexing Status Tool
Incoming Citations Browse incoming citations for this publication using opencitations.net

JSON-LD is the canonical representation for SciGraph data.

TIP: You can open this SciGraph record using an external JSON-LD service: JSON-LD Playground Google SDTT

[
  {
    "@context": "https://springernature.github.io/scigraph/jsonld/sgcontext.json", 
    "about": [
      {
        "id": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/0905", 
        "inDefinedTermSet": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/", 
        "name": "Civil Engineering", 
        "type": "DefinedTerm"
      }, 
      {
        "id": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/09", 
        "inDefinedTermSet": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/", 
        "name": "Engineering", 
        "type": "DefinedTerm"
      }
    ], 
    "author": [
      {
        "affiliation": {
          "name": [
            "Department of Structure, IIEES, Tehran, Iran"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Nateghi Alahi", 
        "givenName": "Fariborz", 
        "id": "sg:person.014471106325.43", 
        "sameAs": [
          "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.014471106325.43"
        ], 
        "type": "Person"
      }, 
      {
        "affiliation": {
          "alternateName": "Islamic Azad University, Tehran", 
          "id": "https://www.grid.ac/institutes/grid.411463.5", 
          "name": [
            "Islamic Azad University, Tehran, Iran"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Vatandoost", 
        "givenName": "Mohsen", 
        "type": "Person"
      }
    ], 
    "citation": [
      {
        "id": "https://doi.org/10.1016/0045-7949(88)90365-3", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1009681740"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1016/0045-7949(88)90365-3", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1009681740"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1193/1.1585636", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1027076456"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.3151/jact.7.337", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1046342599"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.14359/12446", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1067275997"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.5829/ije.2018.31.03c.01", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1104584004"
        ], 
        "type": "CreativeWork"
      }
    ], 
    "datePublished": "2018-12", 
    "datePublishedReg": "2018-12-01", 
    "description": "A new method for seismic retrofitting concrete structures is proposed using an X-shaped precast prestressed concrete brace. This PPC brace is made of four precast concrete parts and middle section that are assembled and added to the existing frame. This method has the following benefits: there is no need to work with wet concrete in site or anchor and bolt to the existing frame, which may lead to a fast and economic retrofitting method. The X-shaped concrete brace was made in half size and its efficiency is confirmed. That X-shaped precast prestressed concrete brace was simulated and evaluated by computerized analysis using ABAQUS FEA modeling by authors of this paper earlier, and the proposed brace showed proper results in reducing lateral drifts and that method is considered as a proper method for seismic retrofitting. Here we are suggesting a different setup for the brace, which may lead to faster and more economic strengthening of RC structures. The new setup is omitting the middle section and suggests the brace to be used as a single diagonal. A model of this proposed method is simulated in ABAQUS FEA and the results show it is proper in reducing lateral displacements.", 
    "genre": "research_article", 
    "id": "sg:pub.10.1007/s40091-018-0201-5", 
    "inLanguage": [
      "en"
    ], 
    "isAccessibleForFree": true, 
    "isPartOf": [
      {
        "id": "sg:journal.1136478", 
        "issn": [
          "2008-3556", 
          "2008-6695"
        ], 
        "name": "International Journal of Advanced Structural Engineering", 
        "type": "Periodical"
      }
    ], 
    "name": "Single diagonal precast prestressed concrete bracing for strengthening existing concrete frames", 
    "pagination": "1-9", 
    "productId": [
      {
        "name": "readcube_id", 
        "type": "PropertyValue", 
        "value": [
          "49c0cf0f8a14ddc086ad9814bb28ee874470bbaa9165aded05f9a29a0a6cb0e7"
        ]
      }, 
      {
        "name": "doi", 
        "type": "PropertyValue", 
        "value": [
          "10.1007/s40091-018-0201-5"
        ]
      }, 
      {
        "name": "dimensions_id", 
        "type": "PropertyValue", 
        "value": [
          "pub.1107372737"
        ]
      }
    ], 
    "sameAs": [
      "https://doi.org/10.1007/s40091-018-0201-5", 
      "https://app.dimensions.ai/details/publication/pub.1107372737"
    ], 
    "sdDataset": "articles", 
    "sdDatePublished": "2019-04-10T13:24", 
    "sdLicense": "https://scigraph.springernature.com/explorer/license/", 
    "sdPublisher": {
      "name": "Springer Nature - SN SciGraph project", 
      "type": "Organization"
    }, 
    "sdSource": "s3://com-uberresearch-data-dimensions-target-20181106-alternative/cleanup/v134/2549eaecd7973599484d7c17b260dba0a4ecb94b/merge/v9/a6c9fde33151104705d4d7ff012ea9563521a3ce/jats-lookup/v90/0000000001_0000000264/records_8659_00000548.jsonl", 
    "type": "ScholarlyArticle", 
    "url": "https://link.springer.com/10.1007%2Fs40091-018-0201-5"
  }
]
 

Download the RDF metadata as:  json-ld nt turtle xml License info

HOW TO GET THIS DATA PROGRAMMATICALLY:

JSON-LD is a popular format for linked data which is fully compatible with JSON.

curl -H 'Accept: application/ld+json' 'https://scigraph.springernature.com/pub.10.1007/s40091-018-0201-5'

N-Triples is a line-based linked data format ideal for batch operations.

curl -H 'Accept: application/n-triples' 'https://scigraph.springernature.com/pub.10.1007/s40091-018-0201-5'

Turtle is a human-readable linked data format.

curl -H 'Accept: text/turtle' 'https://scigraph.springernature.com/pub.10.1007/s40091-018-0201-5'

RDF/XML is a standard XML format for linked data.

curl -H 'Accept: application/rdf+xml' 'https://scigraph.springernature.com/pub.10.1007/s40091-018-0201-5'


 

This table displays all metadata directly associated to this object as RDF triples.

78 TRIPLES      21 PREDICATES      30 URIs      17 LITERALS      5 BLANK NODES

Subject Predicate Object
1 sg:pub.10.1007/s40091-018-0201-5 schema:about anzsrc-for:09
2 anzsrc-for:0905
3 schema:author N732afac7e78c4d7ba96bf70ab5eafc17
4 schema:citation https://doi.org/10.1016/0045-7949(88)90365-3
5 https://doi.org/10.1193/1.1585636
6 https://doi.org/10.14359/12446
7 https://doi.org/10.3151/jact.7.337
8 https://doi.org/10.5829/ije.2018.31.03c.01
9 schema:datePublished 2018-12
10 schema:datePublishedReg 2018-12-01
11 schema:description A new method for seismic retrofitting concrete structures is proposed using an X-shaped precast prestressed concrete brace. This PPC brace is made of four precast concrete parts and middle section that are assembled and added to the existing frame. This method has the following benefits: there is no need to work with wet concrete in site or anchor and bolt to the existing frame, which may lead to a fast and economic retrofitting method. The X-shaped concrete brace was made in half size and its efficiency is confirmed. That X-shaped precast prestressed concrete brace was simulated and evaluated by computerized analysis using ABAQUS FEA modeling by authors of this paper earlier, and the proposed brace showed proper results in reducing lateral drifts and that method is considered as a proper method for seismic retrofitting. Here we are suggesting a different setup for the brace, which may lead to faster and more economic strengthening of RC structures. The new setup is omitting the middle section and suggests the brace to be used as a single diagonal. A model of this proposed method is simulated in ABAQUS FEA and the results show it is proper in reducing lateral displacements.
12 schema:genre research_article
13 schema:inLanguage en
14 schema:isAccessibleForFree true
15 schema:isPartOf sg:journal.1136478
16 schema:name Single diagonal precast prestressed concrete bracing for strengthening existing concrete frames
17 schema:pagination 1-9
18 schema:productId N4ba8225ba4b645a18fcac966797c5b20
19 Nbb49aa8f4245481b8b71ea6ff277a62d
20 Nbce761aae5e348ffa728f73cdb1dc043
21 schema:sameAs https://app.dimensions.ai/details/publication/pub.1107372737
22 https://doi.org/10.1007/s40091-018-0201-5
23 schema:sdDatePublished 2019-04-10T13:24
24 schema:sdLicense https://scigraph.springernature.com/explorer/license/
25 schema:sdPublisher N3f823ab928b84df68ac0dbe57b18db2c
26 schema:url https://link.springer.com/10.1007%2Fs40091-018-0201-5
27 sgo:license sg:explorer/license/
28 sgo:sdDataset articles
29 rdf:type schema:ScholarlyArticle
30 N2e01ef2cf75e4d529e5db215756ed66b schema:name Department of Structure, IIEES, Tehran, Iran
31 rdf:type schema:Organization
32 N3a87d5588b754965b3552a445b0a46be rdf:first Ne77d99feceea4f03944021cf761c3a63
33 rdf:rest rdf:nil
34 N3f823ab928b84df68ac0dbe57b18db2c schema:name Springer Nature - SN SciGraph project
35 rdf:type schema:Organization
36 N4ba8225ba4b645a18fcac966797c5b20 schema:name doi
37 schema:value 10.1007/s40091-018-0201-5
38 rdf:type schema:PropertyValue
39 N732afac7e78c4d7ba96bf70ab5eafc17 rdf:first sg:person.014471106325.43
40 rdf:rest N3a87d5588b754965b3552a445b0a46be
41 Nbb49aa8f4245481b8b71ea6ff277a62d schema:name dimensions_id
42 schema:value pub.1107372737
43 rdf:type schema:PropertyValue
44 Nbce761aae5e348ffa728f73cdb1dc043 schema:name readcube_id
45 schema:value 49c0cf0f8a14ddc086ad9814bb28ee874470bbaa9165aded05f9a29a0a6cb0e7
46 rdf:type schema:PropertyValue
47 Ne77d99feceea4f03944021cf761c3a63 schema:affiliation https://www.grid.ac/institutes/grid.411463.5
48 schema:familyName Vatandoost
49 schema:givenName Mohsen
50 rdf:type schema:Person
51 anzsrc-for:09 schema:inDefinedTermSet anzsrc-for:
52 schema:name Engineering
53 rdf:type schema:DefinedTerm
54 anzsrc-for:0905 schema:inDefinedTermSet anzsrc-for:
55 schema:name Civil Engineering
56 rdf:type schema:DefinedTerm
57 sg:journal.1136478 schema:issn 2008-3556
58 2008-6695
59 schema:name International Journal of Advanced Structural Engineering
60 rdf:type schema:Periodical
61 sg:person.014471106325.43 schema:affiliation N2e01ef2cf75e4d529e5db215756ed66b
62 schema:familyName Nateghi Alahi
63 schema:givenName Fariborz
64 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.014471106325.43
65 rdf:type schema:Person
66 https://doi.org/10.1016/0045-7949(88)90365-3 schema:sameAs https://app.dimensions.ai/details/publication/pub.1009681740
67 rdf:type schema:CreativeWork
68 https://doi.org/10.1193/1.1585636 schema:sameAs https://app.dimensions.ai/details/publication/pub.1027076456
69 rdf:type schema:CreativeWork
70 https://doi.org/10.14359/12446 schema:sameAs https://app.dimensions.ai/details/publication/pub.1067275997
71 rdf:type schema:CreativeWork
72 https://doi.org/10.3151/jact.7.337 schema:sameAs https://app.dimensions.ai/details/publication/pub.1046342599
73 rdf:type schema:CreativeWork
74 https://doi.org/10.5829/ije.2018.31.03c.01 schema:sameAs https://app.dimensions.ai/details/publication/pub.1104584004
75 rdf:type schema:CreativeWork
76 https://www.grid.ac/institutes/grid.411463.5 schema:alternateName Islamic Azad University, Tehran
77 schema:name Islamic Azad University, Tehran, Iran
78 rdf:type schema:Organization
 




Preview window. Press ESC to close (or click here)


...