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human behavior ... requiredto causeconcrete columns to collapse
of concrete , steel , and CFRP(passive) is composedThe CFRP - confined circular concrete - filled steel tubular column
using our radius aluminum column forms(passive) can be createdCircular concrete columns
Subsequent pours into forms atop the cutting edgewill createa long , hollow concrete column
to look like stone and used to eliminate corner joints and expedite construction(passive) were designedPrecast concrete perimeter columns
with heights of 80 cm , diameters of 80 to 120 cm and wall thicknesses(passive) were designedThe hollow concrete columns
Forms can be made on siteto createhollow hexagonal columns of concrete
in a ‘ V ’ configuration(passive) are setPrecast spun concrete columns
certainly(passive) was ... influencedNarkomfin ’s elevation on round reinforced concrete columns
of high - strength materials Time - dependent response of three - hinged CFST arches M.A. Bradford & Y.-L. Pi Elliptical - hollow - section braces under cyclic axial loadingcomposedof high - strength materials Time - dependent response of three - hinged CFST arches M.A. Bradford & Y.-L. Pi Elliptical - hollow - section braces under cyclic axial loading
of high - strength materials M. Karmazinova Time - dependent response of three - hinged CFST arches M.A. Bradford & Y.-L. Pi Earthquake resistance Elliptical - hollow - section braces under cyclic axial loading Y.M. Huai , T.M. Chan & W.Wang Seismic response and damage distribution of concrete filled steel tube frame K. Goto Seismic design of partially concrete - filled steel tubular columns with enhanced ductility I.H.P. Mamaghani Fire resistance Optimal economic design of unprotected circular concrete - filled steel tubular columns at ambient temperature andcomposedof high - strength materials M. Karmazinova Time - dependent response of three - hinged CFST arches M.A. Bradford & Y.-L. Pi Earthquake resistance Elliptical - hollow - section braces under cyclic axial loading Y.M. Huai , T.M. Chan & W.Wang Seismic response and damage distribution of concrete filled steel tube frame K. Goto Seismic design of partially concrete - filled steel tubular columns with enhanced ductility I.H.P. Mamaghani Fire resistance Optimal economic design of unprotected circular concrete - filled steel tubular columns at ambient temperature and
back from the facadessetback from the facades
back from the façadessetback from the façades
to resist the applied dead and live loadsdesignedto resist the applied dead and live loads
according to Brazilian building codedesignedaccording to Brazilian building code
back from the fully glazed external wallssetback from the fully glazed external walls
whitepaintedwhite
in Revitcreatedin Revit