Characteristics of FBD and DDBD techniques for SMRF buildings designed for seismic zone-V in India View Full Text


Ontology type: schema:ScholarlyArticle     


Article Info

DATE

2019-12

AUTHORS

Arjun Sil, Gourab Das, Pritam Hait

ABSTRACT

This paper presents the results of the nonlinear time history analysis of six different reinforced concrete moment frames. The frames were designed using two major seismic design methods as Force Based Design (FBD) and Direct Displacement Based Design (DDBD) in which former is a conventional method while later one is a performance based approach of design. However, in this study, 4, 8 and 12 stories RC framed building with two × three bays were designed according to Indian standard and the Federal Emergency Management Agency (FEMA) considering two design approaches (FBD and DDBD) studied. Analysis and design for this study performed using SAP2000 v15.1 tool. Both design approaches performed using nonlinear time history analysis for five different real recorded ground motions of north-eastern region, India. The parameters such as inter-storey drift, displacement, material strain, and ductility demand obtained from the analyses of the frames designed using both design methods are noted and compared. This study examined, discussed and shown about the applicability of existing methods adopted considering the FBD and DDBD in a cost-effective manner to achieve desired level of performance. More... »

PAGES

1

References to SciGraph publications

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/s41024-018-0040-6

DOI

http://dx.doi.org/10.1007/s41024-018-0040-6

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1110449864


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": "National Institute Of Technology Silchar", 
          "id": "https://www.grid.ac/institutes/grid.444720.1", 
          "name": [
            "Department of Civil Engineering, NIT Silchar, 788010, Silchar, India"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Sil", 
        "givenName": "Arjun", 
        "id": "sg:person.012767414161.53", 
        "sameAs": [
          "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.012767414161.53"
        ], 
        "type": "Person"
      }, 
      {
        "affiliation": {
          "alternateName": "National Institute Of Technology Silchar", 
          "id": "https://www.grid.ac/institutes/grid.444720.1", 
          "name": [
            "Department of Civil Engineering, NIT Silchar, 788010, Silchar, India"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Das", 
        "givenName": "Gourab", 
        "type": "Person"
      }, 
      {
        "affiliation": {
          "alternateName": "National Institute Of Technology Silchar", 
          "id": "https://www.grid.ac/institutes/grid.444720.1", 
          "name": [
            "Department of Civil Engineering, NIT Silchar, 788010, Silchar, India"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Hait", 
        "givenName": "Pritam", 
        "type": "Person"
      }
    ], 
    "citation": [
      {
        "id": "https://doi.org/10.1016/j.engstruct.2013.01.004", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1006024969"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1016/j.soildyn.2015.05.014", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1006427350"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/s40069-013-0043-2", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1025614079", 
          "https://doi.org/10.1007/s40069-013-0043-2"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1080/13632460309350478", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1034613694"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1080/13632460902995138", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1051274704"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/s11803-015-0012-7", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1052825612", 
          "https://doi.org/10.1007/s11803-015-0012-7"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1061/(asce)st.1943-541x.0000653", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1057642298"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1142/s1363246905002407", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1063015919"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1142/s1363246905002419", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1063015920"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/s40030-017-0216-0", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1090898721", 
          "https://doi.org/10.1007/s40030-017-0216-0"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/s40030-017-0216-0", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1090898721", 
          "https://doi.org/10.1007/s40030-017-0216-0"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "https://doi.org/10.1016/j.conbuildmat.2018.09.205", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1107537624"
        ], 
        "type": "CreativeWork"
      }
    ], 
    "datePublished": "2019-12", 
    "datePublishedReg": "2019-12-01", 
    "description": "This paper presents the results of the nonlinear time history analysis of six different reinforced concrete moment frames. The frames were designed using two major seismic design methods as Force Based Design (FBD) and Direct Displacement Based Design (DDBD) in which former is a conventional method while later one is a performance based approach of design. However, in this study, 4, 8 and 12 stories RC framed building with two \u00d7 three bays were designed according to Indian standard and the Federal Emergency Management Agency (FEMA) considering two design approaches (FBD and DDBD) studied. Analysis and design for this study performed using SAP2000 v15.1 tool. Both design approaches performed using nonlinear time history analysis for five different real recorded ground motions of north-eastern region, India. The parameters such as inter-storey drift, displacement, material strain, and ductility demand obtained from the analyses of the frames designed using both design methods are noted and compared. This study examined, discussed and shown about the applicability of existing methods adopted considering the FBD and DDBD in a cost-effective manner to achieve desired level of performance.", 
    "genre": "research_article", 
    "id": "sg:pub.10.1007/s41024-018-0040-6", 
    "inLanguage": [
      "en"
    ], 
    "isAccessibleForFree": false, 
    "isPartOf": [
      {
        "id": "sg:journal.1136151", 
        "issn": [
          "2365-3159", 
          "2365-3167"
        ], 
        "name": "Journal of Building Pathology and Rehabilitation", 
        "type": "Periodical"
      }, 
      {
        "issueNumber": "1", 
        "type": "PublicationIssue"
      }, 
      {
        "type": "PublicationVolume", 
        "volumeNumber": "4"
      }
    ], 
    "name": "Characteristics of FBD and DDBD techniques for SMRF buildings designed for seismic zone-V in India", 
    "pagination": "1", 
    "productId": [
      {
        "name": "readcube_id", 
        "type": "PropertyValue", 
        "value": [
          "a26e2c300c991028bda3bc52f11fa4de502d7444d43dd6685d009ff2fdafddbf"
        ]
      }, 
      {
        "name": "doi", 
        "type": "PropertyValue", 
        "value": [
          "10.1007/s41024-018-0040-6"
        ]
      }, 
      {
        "name": "dimensions_id", 
        "type": "PropertyValue", 
        "value": [
          "pub.1110449864"
        ]
      }
    ], 
    "sameAs": [
      "https://doi.org/10.1007/s41024-018-0040-6", 
      "https://app.dimensions.ai/details/publication/pub.1110449864"
    ], 
    "sdDataset": "articles", 
    "sdDatePublished": "2019-04-11T08:21", 
    "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/v90/0000000290_0000000290/records_34913_00000000.jsonl", 
    "type": "ScholarlyArticle", 
    "url": "https://link.springer.com/10.1007%2Fs41024-018-0040-6"
  }
]
 

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/s41024-018-0040-6'

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/s41024-018-0040-6'

Turtle is a human-readable linked data format.

curl -H 'Accept: text/turtle' 'https://scigraph.springernature.com/pub.10.1007/s41024-018-0040-6'

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

curl -H 'Accept: application/rdf+xml' 'https://scigraph.springernature.com/pub.10.1007/s41024-018-0040-6'


 

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

109 TRIPLES      21 PREDICATES      38 URIs      19 LITERALS      7 BLANK NODES

Subject Predicate Object
1 sg:pub.10.1007/s41024-018-0040-6 schema:about anzsrc-for:09
2 anzsrc-for:0905
3 schema:author N326537cbfc2740c3ae5fb75745a3ace9
4 schema:citation sg:pub.10.1007/s11803-015-0012-7
5 sg:pub.10.1007/s40030-017-0216-0
6 sg:pub.10.1007/s40069-013-0043-2
7 https://doi.org/10.1016/j.conbuildmat.2018.09.205
8 https://doi.org/10.1016/j.engstruct.2013.01.004
9 https://doi.org/10.1016/j.soildyn.2015.05.014
10 https://doi.org/10.1061/(asce)st.1943-541x.0000653
11 https://doi.org/10.1080/13632460309350478
12 https://doi.org/10.1080/13632460902995138
13 https://doi.org/10.1142/s1363246905002407
14 https://doi.org/10.1142/s1363246905002419
15 schema:datePublished 2019-12
16 schema:datePublishedReg 2019-12-01
17 schema:description This paper presents the results of the nonlinear time history analysis of six different reinforced concrete moment frames. The frames were designed using two major seismic design methods as Force Based Design (FBD) and Direct Displacement Based Design (DDBD) in which former is a conventional method while later one is a performance based approach of design. However, in this study, 4, 8 and 12 stories RC framed building with two × three bays were designed according to Indian standard and the Federal Emergency Management Agency (FEMA) considering two design approaches (FBD and DDBD) studied. Analysis and design for this study performed using SAP2000 v15.1 tool. Both design approaches performed using nonlinear time history analysis for five different real recorded ground motions of north-eastern region, India. The parameters such as inter-storey drift, displacement, material strain, and ductility demand obtained from the analyses of the frames designed using both design methods are noted and compared. This study examined, discussed and shown about the applicability of existing methods adopted considering the FBD and DDBD in a cost-effective manner to achieve desired level of performance.
18 schema:genre research_article
19 schema:inLanguage en
20 schema:isAccessibleForFree false
21 schema:isPartOf N98e8a9a4e3d946b58b47bf68d4da11f3
22 Ne5e86440e87b465a8e6306f37ed6aad6
23 sg:journal.1136151
24 schema:name Characteristics of FBD and DDBD techniques for SMRF buildings designed for seismic zone-V in India
25 schema:pagination 1
26 schema:productId N4e55f6b06bfd49118207f926a18c37da
27 Nbd4b8d26eae5408b91acaf431abafb11
28 Nc3269c0e14644096820e7877ff84a3c1
29 schema:sameAs https://app.dimensions.ai/details/publication/pub.1110449864
30 https://doi.org/10.1007/s41024-018-0040-6
31 schema:sdDatePublished 2019-04-11T08:21
32 schema:sdLicense https://scigraph.springernature.com/explorer/license/
33 schema:sdPublisher N9b8b430004e04fb2bc53cb3deebcdd6d
34 schema:url https://link.springer.com/10.1007%2Fs41024-018-0040-6
35 sgo:license sg:explorer/license/
36 sgo:sdDataset articles
37 rdf:type schema:ScholarlyArticle
38 N1c31fc12472f40de9b08198b4e15cff8 schema:affiliation https://www.grid.ac/institutes/grid.444720.1
39 schema:familyName Hait
40 schema:givenName Pritam
41 rdf:type schema:Person
42 N1d332a9f74d54de2b755da5e0ea5ea6a schema:affiliation https://www.grid.ac/institutes/grid.444720.1
43 schema:familyName Das
44 schema:givenName Gourab
45 rdf:type schema:Person
46 N326537cbfc2740c3ae5fb75745a3ace9 rdf:first sg:person.012767414161.53
47 rdf:rest Nb4439d6e69974b67aa006df5c14b5562
48 N4e55f6b06bfd49118207f926a18c37da schema:name doi
49 schema:value 10.1007/s41024-018-0040-6
50 rdf:type schema:PropertyValue
51 N98e8a9a4e3d946b58b47bf68d4da11f3 schema:volumeNumber 4
52 rdf:type schema:PublicationVolume
53 N9b8b430004e04fb2bc53cb3deebcdd6d schema:name Springer Nature - SN SciGraph project
54 rdf:type schema:Organization
55 Nb4439d6e69974b67aa006df5c14b5562 rdf:first N1d332a9f74d54de2b755da5e0ea5ea6a
56 rdf:rest Nca9bc82360ad4b9eb8206dfab949902f
57 Nbd4b8d26eae5408b91acaf431abafb11 schema:name readcube_id
58 schema:value a26e2c300c991028bda3bc52f11fa4de502d7444d43dd6685d009ff2fdafddbf
59 rdf:type schema:PropertyValue
60 Nc3269c0e14644096820e7877ff84a3c1 schema:name dimensions_id
61 schema:value pub.1110449864
62 rdf:type schema:PropertyValue
63 Nca9bc82360ad4b9eb8206dfab949902f rdf:first N1c31fc12472f40de9b08198b4e15cff8
64 rdf:rest rdf:nil
65 Ne5e86440e87b465a8e6306f37ed6aad6 schema:issueNumber 1
66 rdf:type schema:PublicationIssue
67 anzsrc-for:09 schema:inDefinedTermSet anzsrc-for:
68 schema:name Engineering
69 rdf:type schema:DefinedTerm
70 anzsrc-for:0905 schema:inDefinedTermSet anzsrc-for:
71 schema:name Civil Engineering
72 rdf:type schema:DefinedTerm
73 sg:journal.1136151 schema:issn 2365-3159
74 2365-3167
75 schema:name Journal of Building Pathology and Rehabilitation
76 rdf:type schema:Periodical
77 sg:person.012767414161.53 schema:affiliation https://www.grid.ac/institutes/grid.444720.1
78 schema:familyName Sil
79 schema:givenName Arjun
80 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.012767414161.53
81 rdf:type schema:Person
82 sg:pub.10.1007/s11803-015-0012-7 schema:sameAs https://app.dimensions.ai/details/publication/pub.1052825612
83 https://doi.org/10.1007/s11803-015-0012-7
84 rdf:type schema:CreativeWork
85 sg:pub.10.1007/s40030-017-0216-0 schema:sameAs https://app.dimensions.ai/details/publication/pub.1090898721
86 https://doi.org/10.1007/s40030-017-0216-0
87 rdf:type schema:CreativeWork
88 sg:pub.10.1007/s40069-013-0043-2 schema:sameAs https://app.dimensions.ai/details/publication/pub.1025614079
89 https://doi.org/10.1007/s40069-013-0043-2
90 rdf:type schema:CreativeWork
91 https://doi.org/10.1016/j.conbuildmat.2018.09.205 schema:sameAs https://app.dimensions.ai/details/publication/pub.1107537624
92 rdf:type schema:CreativeWork
93 https://doi.org/10.1016/j.engstruct.2013.01.004 schema:sameAs https://app.dimensions.ai/details/publication/pub.1006024969
94 rdf:type schema:CreativeWork
95 https://doi.org/10.1016/j.soildyn.2015.05.014 schema:sameAs https://app.dimensions.ai/details/publication/pub.1006427350
96 rdf:type schema:CreativeWork
97 https://doi.org/10.1061/(asce)st.1943-541x.0000653 schema:sameAs https://app.dimensions.ai/details/publication/pub.1057642298
98 rdf:type schema:CreativeWork
99 https://doi.org/10.1080/13632460309350478 schema:sameAs https://app.dimensions.ai/details/publication/pub.1034613694
100 rdf:type schema:CreativeWork
101 https://doi.org/10.1080/13632460902995138 schema:sameAs https://app.dimensions.ai/details/publication/pub.1051274704
102 rdf:type schema:CreativeWork
103 https://doi.org/10.1142/s1363246905002407 schema:sameAs https://app.dimensions.ai/details/publication/pub.1063015919
104 rdf:type schema:CreativeWork
105 https://doi.org/10.1142/s1363246905002419 schema:sameAs https://app.dimensions.ai/details/publication/pub.1063015920
106 rdf:type schema:CreativeWork
107 https://www.grid.ac/institutes/grid.444720.1 schema:alternateName National Institute Of Technology Silchar
108 schema:name Department of Civil Engineering, NIT Silchar, 788010, Silchar, India
109 rdf:type schema:Organization
 




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


...