000019627 001__ 19627
000019627 005__ 20170118182329.0
000019627 04107 $$aeng
000019627 046__ $$k2017-01-09
000019627 100__ $$aMurono, Yoshitaka
000019627 24500 $$aA Fundamental Study on Soil Laboratory Testing Method for Nonlinear Seismic Ground Response Analysis

000019627 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019627 260__ $$b
000019627 506__ $$arestricted
000019627 520__ $$2eng$$aThe authors have proposed a new testing method for obtaining appropriate parameters of deformation characteristics of soils necessary for time-domain nonlinear seismic ground response analysis, in which Level 2 earthquake is considered. The proposed method is composed of two types of testing method: a strain-controlled 1 cycle stage shear test and a straincontrolled constant strain cyclic shear test. The latter test can also provide information of soil liquefaction, which can be used for an assessment of soil liquefaction potential based on the theory of the accumulated dissipation energy. Trial tests by the proposed method using Toyoura sand were conducted and applicability of the method was examined.

000019627 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019627 653__ $$aGround Response Analysis, Deformation Characteristics of soils, Cyclic shear test

000019627 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019627 720__ $$aMurono, Yoshitaka$$iIzawa, Jun
000019627 8560_ $$ffischerc@itam.cas.cz
000019627 8564_ $$s1967421$$uhttps://invenio.itam.cas.cz/record/19627/files/403.pdf$$yOriginal version of the author's contribution as presented on USB, paper 403.
000019627 962__ $$r16048
000019627 980__ $$aPAPER