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contributor authorKeith Kesner
contributor authorSarah L. Billington
date accessioned2017-05-08T20:59:15Z
date available2017-05-08T20:59:15Z
date copyrightNovember 2005
date issued2005
identifier other%28asce%290733-9445%282005%29131%3A11%281712%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34430
description abstractAn infill system for frame structures has been developed as a retrofit strategy for critical facilities. The system uses precast panels made with an engineered cementitious composite (ECC) material in lieu of a traditional reinforced concrete or masonry. The ECC material is advantageous due to the increased tensile strain capacity and compressive toughness of the material relative to traditional materials. Finite element simulations were performed to identify promising infill geometries. A series of structural scale tests was developed from the simulation results. The results from a series of single panel tests are presented. Testing results indicated that different levels of panel strength and stiffness can be achieved by varying the mix design of the ECC material and the amount of reinforcement in the panels. The panel test results combined with the simulation results demonstrate the potential of the infill system as a retrofit.
publisherAmerican Society of Civil Engineers
titleInvestigation of Infill Panels Made from Engineered Cementitious Composites for Seismic Strengthening and Retrofit
typeJournal Paper
journal volume131
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2005)131:11(1712)
treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 011
contenttypeFulltext


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