Zobrazeno 1 - 10
of 48
pro vyhledávání: '"Richard W. Furlong"'
Autor:
Richard W. Furlong
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1594:57-63
Structural steel shapes and tubes can be used with concrete to produce structural components. The performance of such composite systems, is better than the sum of responses of the parts taken separately. In a concrete-filled steel tube caisson, for e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca0f10fa83010edd31c85e841e0d8ced
https://doi.org/10.3141/1594-06
https://doi.org/10.3141/1594-06
Autor:
Richard W. Furlong
Publikováno v:
Journal of Structural Engineering. 119:3405-3415
Moment-magnification factors for columns in braced frames are dependent upon column slenderness and the flexural stiffness of restraining beams. A column bent in single curvature has a flexural stiffness that can be as little as one-third that of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cd2a41dd0eba0f4a2897d086de51212c
https://doi.org/10.1061/(asce)0733-9445(1993)119:11(3405)
https://doi.org/10.1061/(asce)0733-9445(1993)119:11(3405)
Publikováno v:
ACI Structural Journal. 101
Columns with axial load causing biaxial bending are present in many different structural types. The provisions of ACI 318 Section 10.2 are the basis for traditional design aids that show section strength when moments act in a plane of symmetry. Stren
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2fac21763fcf6ee07528bb11167b188
https://doi.org/10.14359/13101
https://doi.org/10.14359/13101
Autor:
Richard W. Furlong
Publikováno v:
Composite Construction in Steel and Concrete IV.
Steel-concrete composite columns may be designed either by requirements of the American Concrete Institute Building Code ACI 318-99 or by the American Institute of Steel Construction Specifications for Load and Resistance Factor Design, 2 nd Edition
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f81c71af54af0c0f344ed1cbf97564d5
https://doi.org/10.1061/40616(281)75
https://doi.org/10.1061/40616(281)75
Autor:
Chien-Hung Lin, Richard W. Furlong
Publikováno v:
ACI Structural Journal. 92
The current ACl Building Code contains rules that limit the amount of longitudinal reinforcement for reinforced concrete columns. Neither the lower bound nor the upper bound values are associated with a rational derivation. The rational upper limit c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e4b011c3312e15a31d169ee5586360f6
https://doi.org/10.14359/1129
https://doi.org/10.14359/1129
Autor:
Richard W. Furlong
Publikováno v:
Progress in Structural Engineering ISBN: 9789401056045
Members of reinforced concrete structures “shall be designed for the maximum effects of factored loads as determined by the theory of elastic analysis” to satisfy Section 8.3.1 of the ACI Building Code1. However, at any failure limit state, it is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e2eaf1b1e1bad050388d7fb7b1fd32fc
https://doi.org/10.1007/978-94-011-3616-7_5
https://doi.org/10.1007/978-94-011-3616-7_5
Publikováno v:
ACI Structural Journal. 88
The use of welded structural wire reinforcement as the only reinforcement for concrete columns was demonstrated in a pilot study for which four sets of twin specimens were cast simultaneously and tested under identical conditions. One specimen of eac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e0f93d0ddcb7e983a285277ece81d2a
https://doi.org/10.14359/9452
https://doi.org/10.14359/9452
Autor:
Richard W. Furlong
Publikováno v:
Journal of Structural Engineering. 124:721-722
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f850729adcb9fd3e83fbd8c185ee95e
https://doi.org/10.1061/(asce)0733-9445(1998)124:6(721)
https://doi.org/10.1061/(asce)0733-9445(1998)124:6(721)
Autor:
Sher Ali Mirza, Richard W. Furlong
Publikováno v:
PCI Journal. 30:112-136
P refabricated concrete stringers with cast-in-place slab are frequently used to achieve economical and speedy bridge construction schemes. Beams constructed in the form of an inverted T possess on each side of the web a bracket or flange overhang th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f9058ddedbbe130c65c280e08c79ac51
https://doi.org/10.15554/pcij.07011985.112.136
https://doi.org/10.15554/pcij.07011985.112.136
Autor:
Richard W. Furlong
Publikováno v:
Journal of Structural Engineering. 109:2375-2386
Steel industry specifications (AISC and LRFD) as well as the concrete industry Building Code (ACI) are described for composite column design. Results from the 3 design documents highlight some of the differences in design philosophies.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70a2f5e1110d4abca99dfc84e364b1d4
https://doi.org/10.1061/(asce)0733-9445(1983)109:10(2375)
https://doi.org/10.1061/(asce)0733-9445(1983)109:10(2375)