Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/95438
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dc.contributor.authorLi, Bingen
dc.contributor.authorRong, Hai-Chengen
dc.contributor.authorPan, Tso-Chienen
dc.date.accessioned2012-08-13T04:14:47Zen
dc.date.accessioned2019-12-06T19:14:52Z-
dc.date.available2012-08-13T04:14:47Zen
dc.date.available2019-12-06T19:14:52Z-
dc.date.copyright2006en
dc.date.issued2006en
dc.identifier.citationLi, B., Rong, H. C., & Pan, T. C. (2006). Drift-controlled design of reinforced concrete frame structures under distant blast conditions — Part II : implementation and evaluation. International Journal of Impact Engineering, 34(4), 755-770.en
dc.identifier.urihttps://hdl.handle.net/10356/95438-
dc.description.abstractThe model for the calculation of an equivalent static force (ESF) and the design procedure with ESF for single-degreeof- freedom (SDOF) systems presented in the first part of the two-part paper are extended into the design for a reinforced concrete (RC) frame structure under distant blast conditions. An empirical formula for the ESF factor involved in the ESF model is presented based on sample points obtained by comparing the nonlinear dynamic responses of frame structures under the blast loading with the corresponding nonlinear pushover analysis of the structure due to an ESF. The use of the method is demonstrated with two six-storey RC frame structures. Numerical verification of the method indicates that the maximum inter-storey drift ratios (MIDR) of the two designed frame structures in comparison to their respective targets are conservative to some extent. The reasons that may lead to the conservative designs are discussed.en
dc.language.isoenen
dc.relation.ispartofseriesInternational journal of impact engineeringen
dc.rights© 2006 Elsevier Ltd. This is the author created version of a work that has been peer reviewed and accepted for publication by International journal of impact engineering, Elsevier Ltd. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: http://dx.doi.org/10.1016/j.ijimpeng.2006.01.009.en
dc.subjectDRNTU::Engineeringen
dc.titleDrift-controlled design of reinforced concrete frame structures under distant blast conditions — Part II : implementation and evaluationen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.contributor.researchProtective Technology Research Centreen
dc.identifier.doi10.1016/j.ijimpeng.2006.01.009en
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item.grantfulltextopen-
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