Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 신영수 | * |
dc.date.accessioned | 2016-08-28T11:08:14Z | - |
dc.date.available | 2016-08-28T11:08:14Z | - |
dc.date.issued | 2003 | * |
dc.identifier.issn | 0733-9445 | * |
dc.identifier.other | OAK-12692 | * |
dc.identifier.uri | https://dspace.ewha.ac.kr/handle/2015.oak/228776 | - |
dc.description.abstract | Floor slabs of deep basement structures are subjected to large compressive forces due to soil and hydraulic lateral pressures. In this study, nonlinear finite-element analyses were carried out to improve the existing moment magnifier method so that it is applicable to the long-term behavior of the flat plates. For this purpose, a computer program that can address creep and shrinkage as well as geometrical and material nonlinearity was developed. Parametric studies were performed to investigate the characteristics of the long-term behavior and the load-carrying capacities of flat plates. In the proposed moment magnifier method, the creep factor was introduced to accommodate the effect of creep on the load-carrying capacity. A design example was presented to demonstrate the proposed design method. | * |
dc.language | English | * |
dc.title | Moment magnifier method for long-term behavior of flat plates subjected to in-plane compression | * |
dc.type | Article | * |
dc.relation.issue | 1 | * |
dc.relation.volume | 129 | * |
dc.relation.index | SCI | * |
dc.relation.index | SCIE | * |
dc.relation.index | SCOPUS | * |
dc.relation.startpage | 87 | * |
dc.relation.lastpage | 95 | * |
dc.relation.journaltitle | Journal of Structural Engineering | * |
dc.identifier.doi | 10.1061/(ASCE)0733-9445(2003)129:1(87) | * |
dc.identifier.scopusid | 2-s2.0-10944270709 | * |
dc.author.google | Choi K. | * |
dc.author.google | Park H. | * |
dc.author.google | Shin Y. | * |
dc.contributor.scopusid | 신영수(7402816302) | * |
dc.date.modifydate | 20240319094611 | * |