000018971 001__ 18971
000018971 005__ 20170118182251.0
000018971 04107 $$aeng
000018971 046__ $$k2017-01-09
000018971 100__ $$aSmith, Jhon P
000018971 24500 $$aEvaluation of Asce-7 Requeriments for Estimating Effective Seismic Mass

000018971 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018971 260__ $$b
000018971 506__ $$arestricted
000018971 520__ $$2eng$$aSeismic analysis and design of buildings rely on the proper estimation of the mass that effectively contributes as inertia forces on the structure. For the purpose of estimating seismic loads Standard ASCE7-10 requires calculating the effective seismic weight which includes dead load, partitions and permanent equipment, plus 25% of the floor live load in areas used for storage. This contribution of live load as inertia seems to correlate with the low likelihood that live load objects be present at the time of occurrence of the design earthquake. However, for storage and some commercial facilities live loads may continuously be present and even exceed the dead load. This paper presents the development of a lumped-parameter model of a multi-story shear building supporting rigid blocks that can slide. After successfully comparing with the results of finite element analyses and shake table tests, the model was used to evaluate the adequacy of the standard in relation to the treatment of live load as inertia. Results from a parametric study are presented in terms of the drift response of multi-story shear buildings supporting blocks with the possibility to slide, compared to the drift response of the same multistory buildings but supporting 0% or 25% of the weight of the blocks as rigidly attached as required by ASCE710 for commercial and storage structures, respectively. It was found that the requirements of the ASCE7-10 provisions lead to underestimations of drift demands when live loads are nearly permanent. The results obtained using the ASCE7-10 provisions are highly unconservative for long-period buildings and for structures designed using higher response modification factors.

000018971 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018971 653__ $$arigid body-structure interaction; live load as inertia; ASCE 7 provision evaluation

000018971 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018971 720__ $$aSmith, Jhon P$$iArdila-Giraldo, Oscar A$$iReyes, Juan C.$$iMarcillo-Delgado, Esteban
000018971 8560_ $$ffischerc@itam.cas.cz
000018971 8564_ $$s261301$$uhttps://invenio.itam.cas.cz/record/18971/files/2601.pdf$$yOriginal version of the author's contribution as presented on USB, paper 2601.
000018971 962__ $$r16048
000018971 980__ $$aPAPER