000020224 001__ 20224
000020224 005__ 20170118182401.0
000020224 04107 $$aeng
000020224 046__ $$k2017-01-09
000020224 100__ $$aShoji, Michito
000020224 24500 $$aEvaluation of Lateral Resistance of Damaged Pile Based on Full Scale Lateral Load Test

000020224 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000020224 260__ $$b
000020224 506__ $$arestricted
000020224 520__ $$2eng$$aExisting piles can be used when a building is being rebuilt as these piles can reduce construction costs and wastes. Prior to their reuse, the appropriateness of the existing piles is inspected for reuse. In general, only piles judged to be fine are reused. Reusing damaged piles as well as fine piles can be useful for designing. This paper describes a method for evaluating the lateral resistance of damaged piles. The major findings obtained are summarized as follows: i) It is important to evaluate the lateral resistance of the damaged pile so as to consider the decrease in the elastic modulus of the pile and the hinge action of the flexural yielding part of the pile. ii) When the elastic modulus of the damaged part of the pile is about half of that of the fine part, the pile damage has little effect on the lateral resistance of the pile despite the location of the damage. iii) When the location of the damage is below 2.1/β, the lateral resistance of the damaged pile is roughly equivalent to that of the fine pile despite the extent of the damage.

000020224 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000020224 653__ $$aFull-scale lateral load test; Pile damage; Lateral resistance; Existing pile

000020224 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000020224 720__ $$aShoji, Michito$$iFujimori, Takeshi
000020224 8560_ $$ffischerc@itam.cas.cz
000020224 8564_ $$s636627$$uhttps://invenio.itam.cas.cz/record/20224/files/783.pdf$$yOriginal version of the author's contribution as presented on USB, paper 783.
000020224 962__ $$r16048
000020224 980__ $$aPAPER