000020147 001__ 20147 000020147 005__ 20170118182357.0 000020147 04107 $$aeng 000020147 046__ $$k2017-01-09 000020147 100__ $$aPalermo, Alessandro 000020147 24500 $$aExperimental Testing and Analytical Modelling of Post-Tensioned Earthquake Damage Resistant Technologies for Accelerated Bridge Construction: Comparison With Emulative Monolithic Solution 000020147 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering 000020147 260__ $$b 000020147 506__ $$arestricted 000020147 520__ $$2eng$$aOver the last few decades Accelerated Bridge Construction (ABC) has been developed to answer the growing number of societal needs, as well as advancing the bridge practice. There have been many applications of ABC in the United States, primarily in Texas, Utah, New Jersey, Florida, and Washington. However, application of ABC in regions with moderate-tohigh seismicity requires in depth development, detailing consideration, experimental investigation, and analytical guidelines for the suitable connections between the precast members. This paper investigates the seismic performance of two types of connections through experimental testing for ABC in seismic regions. The research concludes that both connections have the potential to be used within the concept of ABC between the precast elements in a bridge substructure. 000020147 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000020147 653__ $$aAccelerated Bridge Construction, Low Damage Seismic Design; Precast Concrete; Unbonded Post-Tensioning 000020147 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16 000020147 720__ $$aPalermo, Alessandro$$iMashal, Mustafa 000020147 8560_ $$ffischerc@itam.cas.cz 000020147 8564_ $$s1714885$$uhttps://invenio.itam.cas.cz/record/20147/files/641.pdf$$yOriginal version of the author's contribution as presented on USB, paper 641. 000020147 962__ $$r16048 000020147 980__ $$aPAPER