Zobrazeno 1 - 7
of 7
pro vyhledávání: '"J. Hartley Daniels"'
Autor:
Charles R. Kubic, J. Hartley Daniels
Publikováno v:
Journal of the Structural Division. 105:1039-1054
An elastically orthotropic finite element model with uniform thickness is developed that simulates the behavior of a structurally orthotropic steel-deck-reinforced concrete slab. The elastically orthotropic model accurately predicts the uncracked beh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b89ce38912ca12ee198f96ba7137fca0
https://doi.org/10.1061/jsdeag.0005162
https://doi.org/10.1061/jsdeag.0005162
Publikováno v:
Journal of the Structural Division. 103:2225-2241
The strength and drift characteristics of unbraced multistory steel frames subjected to combined loads are studied with emphasis on P-Δ effect. Seven frames having dimensions and loads typical of those found in apartment and office structures were s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::820e94a20a2f4acd53590096c2aaa6c1
https://doi.org/10.1061/jsdeag.0004768
https://doi.org/10.1061/jsdeag.0004768
Autor:
J. Hartley Daniels, Pavel J. Marek
Publikováno v:
Journal of the Structural Division. 97:1081-1095
Continuous crane rails with welded splices are being used in industry to improve crane performance and to reduce maintenance costs associated with splice and rail clamp details. Rail lengths exceeding 1,000 ft are not uncommon. It is shown that conti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5cc3944c5377cc6fa85002c63e9267b2
https://doi.org/10.1061/jsdeag.0002871
https://doi.org/10.1061/jsdeag.0002871
Publikováno v:
Journal of the Structural Division. 96:671-685
The results of several investigations into the extension of plastic design theory to include continuous composite steel-concrete beams are applicable only to beams subjected to gravity loads. They are not generally applicable to continuous composite
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4850fe468fba0214b894c795b2cba60e
https://doi.org/10.1061/jsdeag.0002536
https://doi.org/10.1061/jsdeag.0002536
Autor:
Le-Wu Lu, J. Hartley Daniels
Publikováno v:
Journal of the Structural Division. 98:1769-1788
Plastic methods of design for unbraced multistory frames are well developed. One of the most successful is plastic moment balancing. Following the preliminary design of a frame by moment balancing, a load-drift analysis of each story of the frame is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::765f1645e64d47abc3979b357c96627c
https://doi.org/10.1061/jsdeag.0003302
https://doi.org/10.1061/jsdeag.0003302
Autor:
William N. Poellot, Manfred A. Hirt, Glenn Sikes, Dann H. Hall, James D. Cooper, J. Hartley Daniels, P.J. Dowling, Conrad P. Heins, Hiroshi Nakai
A summary of responses to a questionnaire sent to bridge designers and owners in the United States, Great Britain, Europe, Japan, and Canada is presented. Features of the response include overall geometry of the structures, such as radii and span len
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d27584f6e804aed618176dc261404e07
https://infoscience.epfl.ch/record/115541
https://infoscience.epfl.ch/record/115541
Autor:
J. Hartley Daniels, Pavel J. Marek
Publikováno v:
Journal of the Structural Division. 98:1667-1667
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::14f283ec12b192dfee569e0356bac85a
https://doi.org/10.1061/jsdeag.0003292
https://doi.org/10.1061/jsdeag.0003292