Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements View Full Text


Ontology type: schema:ScholarlyArticle     


Article Info

DATE

2000-04

AUTHORS

O. S. Bursi, G. Gramola

ABSTRACT

Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon. More... »

PAGES

154-163

References to SciGraph publications

Journal

TITLE

Materials and Structures

ISSUE

3

VOLUME

33

Author Affiliations

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/bf02479409

DOI

http://dx.doi.org/10.1007/bf02479409

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1012693793


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": {
          "alternateName": "University of Trento", 
          "id": "https://www.grid.ac/institutes/grid.11696.39", 
          "name": [
            "Department of Mechanical and Structural Engineering, University of Trento, Trento, Italy"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Bursi", 
        "givenName": "O. S.", 
        "id": "sg:person.015124574361.89", 
        "sameAs": [
          "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.015124574361.89"
        ], 
        "type": "Person"
      }, 
      {
        "affiliation": {
          "alternateName": "University of Trento", 
          "id": "https://www.grid.ac/institutes/grid.11696.39", 
          "name": [
            "Department of Mechanical and Structural Engineering, University of Trento, Trento, Italy"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Gramola", 
        "givenName": "G.", 
        "id": "sg:person.010247714371.30", 
        "sameAs": [
          "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.010247714371.30"
        ], 
        "type": "Person"
      }
    ], 
    "citation": [
      {
        "id": "https://doi.org/10.1002/eqe.4290230705", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1023903255"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1002/eqe.4290230705", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1023903255"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/bf02479599", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1045089405", 
          "https://doi.org/10.1007/bf02479599"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1002/eqe.4290200605", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1048247969"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1002/eqe.4290200605", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1048247969"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1061/(asce)0733-9445(1989)115:8(2067)", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1057597011"
        ], 
        "type": "CreativeWork"
      }
    ], 
    "datePublished": "2000-04", 
    "datePublishedReg": "2000-04-01", 
    "description": "Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon.", 
    "genre": "research_article", 
    "id": "sg:pub.10.1007/bf02479409", 
    "inLanguage": [
      "en"
    ], 
    "isAccessibleForFree": false, 
    "isPartOf": [
      {
        "id": "sg:journal.1271261", 
        "issn": [
          "1359-5997", 
          "1871-6873"
        ], 
        "name": "Materials and Structures", 
        "type": "Periodical"
      }, 
      {
        "issueNumber": "3", 
        "type": "PublicationIssue"
      }, 
      {
        "type": "PublicationVolume", 
        "volumeNumber": "33"
      }
    ], 
    "name": "Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements", 
    "pagination": "154-163", 
    "productId": [
      {
        "name": "readcube_id", 
        "type": "PropertyValue", 
        "value": [
          "3c78e3bffd768138e89f4ba216fe90ca565a7549fc0148dc3e1f9b04803478de"
        ]
      }, 
      {
        "name": "doi", 
        "type": "PropertyValue", 
        "value": [
          "10.1007/bf02479409"
        ]
      }, 
      {
        "name": "dimensions_id", 
        "type": "PropertyValue", 
        "value": [
          "pub.1012693793"
        ]
      }
    ], 
    "sameAs": [
      "https://doi.org/10.1007/bf02479409", 
      "https://app.dimensions.ai/details/publication/pub.1012693793"
    ], 
    "sdDataset": "articles", 
    "sdDatePublished": "2019-04-10T14:07", 
    "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_8660_00000504.jsonl", 
    "type": "ScholarlyArticle", 
    "url": "http://link.springer.com/10.1007%2FBF02479409"
  }
]
 

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/bf02479409'

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/bf02479409'

Turtle is a human-readable linked data format.

curl -H 'Accept: text/turtle' 'https://scigraph.springernature.com/pub.10.1007/bf02479409'

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

curl -H 'Accept: application/rdf+xml' 'https://scigraph.springernature.com/pub.10.1007/bf02479409'


 

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

81 TRIPLES      21 PREDICATES      31 URIs      19 LITERALS      7 BLANK NODES

Subject Predicate Object
1 sg:pub.10.1007/bf02479409 schema:about anzsrc-for:09
2 anzsrc-for:0905
3 schema:author N77328bfb60ca49c3904f641fa515eb58
4 schema:citation sg:pub.10.1007/bf02479599
5 https://doi.org/10.1002/eqe.4290200605
6 https://doi.org/10.1002/eqe.4290230705
7 https://doi.org/10.1061/(asce)0733-9445(1989)115:8(2067)
8 schema:datePublished 2000-04
9 schema:datePublishedReg 2000-04-01
10 schema:description Six full-scale steel-concrete composite substructures with full and partial shear connection representing half bay within a moment-resisting frame were built and tested both in a, quasi-static cyclic and pseudo-dynamic regime. The specimens embodied two composite beams with full shear connection and four companion beams with two different degrees of partial shear connection all with exterior rigid joints. Tests were conducted in a set-up purposely designed to impose to specimens reversed horizontal displacements in a low-cycle high amplitude regime. The characteristics of the test apparatus ready for different structural members subjected to horizontal loading are illustrated. Moreover, the seismic performances of the specimens in terms of yielding and of maximum strength capacity as well as of displacement ductility are assessed. Finally, the accuracy of a European code calibrated upon monotonic loading is provided and other local characteristics of the composite substructure behaviour with low partial shear connection are commented upon.
11 schema:genre research_article
12 schema:inLanguage en
13 schema:isAccessibleForFree false
14 schema:isPartOf N8bc03c07d5a24f188ec94dbbe63373b4
15 Nc81ca6e6f2a5484a904543eafd853663
16 sg:journal.1271261
17 schema:name Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements
18 schema:pagination 154-163
19 schema:productId N78643cce335340799fe4cd1d839032d8
20 Na1339371485f4a8ab74f013c47b151de
21 Nc5f4e4a689514f45b8271d48d3dab961
22 schema:sameAs https://app.dimensions.ai/details/publication/pub.1012693793
23 https://doi.org/10.1007/bf02479409
24 schema:sdDatePublished 2019-04-10T14:07
25 schema:sdLicense https://scigraph.springernature.com/explorer/license/
26 schema:sdPublisher Nc49de2d15b1e48268908d3b0918a7aee
27 schema:url http://link.springer.com/10.1007%2FBF02479409
28 sgo:license sg:explorer/license/
29 sgo:sdDataset articles
30 rdf:type schema:ScholarlyArticle
31 N340396c2329d4032b8dbe757b75c10fb rdf:first sg:person.010247714371.30
32 rdf:rest rdf:nil
33 N77328bfb60ca49c3904f641fa515eb58 rdf:first sg:person.015124574361.89
34 rdf:rest N340396c2329d4032b8dbe757b75c10fb
35 N78643cce335340799fe4cd1d839032d8 schema:name dimensions_id
36 schema:value pub.1012693793
37 rdf:type schema:PropertyValue
38 N8bc03c07d5a24f188ec94dbbe63373b4 schema:volumeNumber 33
39 rdf:type schema:PublicationVolume
40 Na1339371485f4a8ab74f013c47b151de schema:name readcube_id
41 schema:value 3c78e3bffd768138e89f4ba216fe90ca565a7549fc0148dc3e1f9b04803478de
42 rdf:type schema:PropertyValue
43 Nc49de2d15b1e48268908d3b0918a7aee schema:name Springer Nature - SN SciGraph project
44 rdf:type schema:Organization
45 Nc5f4e4a689514f45b8271d48d3dab961 schema:name doi
46 schema:value 10.1007/bf02479409
47 rdf:type schema:PropertyValue
48 Nc81ca6e6f2a5484a904543eafd853663 schema:issueNumber 3
49 rdf:type schema:PublicationIssue
50 anzsrc-for:09 schema:inDefinedTermSet anzsrc-for:
51 schema:name Engineering
52 rdf:type schema:DefinedTerm
53 anzsrc-for:0905 schema:inDefinedTermSet anzsrc-for:
54 schema:name Civil Engineering
55 rdf:type schema:DefinedTerm
56 sg:journal.1271261 schema:issn 1359-5997
57 1871-6873
58 schema:name Materials and Structures
59 rdf:type schema:Periodical
60 sg:person.010247714371.30 schema:affiliation https://www.grid.ac/institutes/grid.11696.39
61 schema:familyName Gramola
62 schema:givenName G.
63 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.010247714371.30
64 rdf:type schema:Person
65 sg:person.015124574361.89 schema:affiliation https://www.grid.ac/institutes/grid.11696.39
66 schema:familyName Bursi
67 schema:givenName O. S.
68 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.015124574361.89
69 rdf:type schema:Person
70 sg:pub.10.1007/bf02479599 schema:sameAs https://app.dimensions.ai/details/publication/pub.1045089405
71 https://doi.org/10.1007/bf02479599
72 rdf:type schema:CreativeWork
73 https://doi.org/10.1002/eqe.4290200605 schema:sameAs https://app.dimensions.ai/details/publication/pub.1048247969
74 rdf:type schema:CreativeWork
75 https://doi.org/10.1002/eqe.4290230705 schema:sameAs https://app.dimensions.ai/details/publication/pub.1023903255
76 rdf:type schema:CreativeWork
77 https://doi.org/10.1061/(asce)0733-9445(1989)115:8(2067) schema:sameAs https://app.dimensions.ai/details/publication/pub.1057597011
78 rdf:type schema:CreativeWork
79 https://www.grid.ac/institutes/grid.11696.39 schema:alternateName University of Trento
80 schema:name Department of Mechanical and Structural Engineering, University of Trento, Trento, Italy
81 rdf:type schema:Organization
 




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


...