Zobrazeno 1 - 10
of 16
pro vyhledávání: '"D. J. L. Kennedy"'
Autor:
D. J. L. Kennedy, M. S. Medhekar
Publikováno v:
Canadian Journal of Civil Engineering. 26:564-571
The conceptual basis of the seismic design procedure in the National Building Code of Canada is reviewed. The design earthquake is specified only for the ultimate limit states at which the performance of both ordinary and important buildings is evalu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::75e2a5113092e6e2617822019b73fbea
https://doi.org/10.1139/l99-017
https://doi.org/10.1139/l99-017
Autor:
M. S. Medhekar, D. J. L. Kennedy
Publikováno v:
Canadian Journal of Civil Engineering. 26:497-509
The seismic performance of two-storey steel buildings with concentrically braced frames as the lateral load resisting system is evaluated. The buildings are designed in accordance with the National Building Code of Canada (1995) and CSA Standard S16.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::071ca07726e4240899aa5bee4dfdc9b8
https://doi.org/10.1139/l99-007
https://doi.org/10.1139/l99-007
Autor:
D. J. L. Kennedy, M. S. Medhekar
Publikováno v:
Canadian Journal of Civil Engineering. 26:379-394
The seismic performance of single-storey steel buildings, with concentrically braced frames and a roof diaphragm that acts structurally, is evaluated. The buildings are designed in accordance with the National Building Code of Canada 1995 and CSA Sta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b7abbb6080ced20e8e713284bc0970f9
https://doi.org/10.1139/l99-002
https://doi.org/10.1139/l99-002
Autor:
D. J. L. Kennedy, M. S. Medhekar
Publikováno v:
Canadian Journal of Civil Engineering. 24:692-704
The effect of brace overstrength on the seismic response of a single-storey steel building with concentrically braced frames (CBFs) and a roof diaphragm that acts structurally is assessed by comparing the dynamic response of the building without over
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9c6f2c7ec7a3040881fdb5b5eef2fb08
https://doi.org/10.1139/l97-024
https://doi.org/10.1139/l97-024
Autor:
L. Dunaszegi, D. J. L. Kennedy, Marc A. Maes, F. M. Bartlett, James G. MacGregor, D E Chernenko
Publikováno v:
Canadian Journal of Civil Engineering. 24:882-897
The facility performance requirements for the Confederation Bridge specified that the bridge be designed using load and resistance factors developed specifically for the site. This paper reviews the derivation of these factors for both the ultimate l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8032655a479f1581a713f6bdb29a0d20
https://doi.org/10.1139/cjce-24-6-882
https://doi.org/10.1139/cjce-24-6-882
Publikováno v:
Journal of Constructional Steel Research. 25:141-164
The rationale for determining the effect of factored loads and member resistances in the beam-column interaction equations of the Canadian standard ‘Limit states design of steel structures’ is presented. These rules are then compared with the des
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e75df0c587bba33b4c6879b7582d8a6
https://doi.org/10.1016/0143-974x(93)90056-x
https://doi.org/10.1016/0143-974x(93)90056-x
Publikováno v:
Canadian Journal of Civil Engineering. 19:896-905
Even though the design of corrugated steel plate culverts is based on compression ring theory, soil-steel structure interaction will likely lead to the development of bending moments in the steel plates. Successful application of these structures req
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86b97fefa664609c0b5418e385fafc7d
https://doi.org/10.1139/l92-101
https://doi.org/10.1139/l92-101
Publikováno v:
Canadian Journal of Civil Engineering. 19:767-780
The behaviour of cantilever-suspended span systems is influenced by the type of loading and the presence of flange restraint. An experimental program consisting of 33 full-scale tests was undertaken to examine the stability of beams in a single overh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b9ffe28783b929c89c300d75c45d2684
https://doi.org/10.1139/l92-088
https://doi.org/10.1139/l92-088
Publikováno v:
Canadian Journal of Civil Engineering. 17:873-893
The beam–column interaction equations of the Canadian Standards Association Standard CAN3-S16.1-M84 "Steel structures for buildings — limit states design" are reviewed and areas of concern in the formulations are addressed. The interaction equati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::662684db72622677320fc18ab22e7d32
https://doi.org/10.1139/l90-100
https://doi.org/10.1139/l90-100
Publikováno v:
Composite Construction in Steel and Concrete V.
The Sandwich Plate System (SPS) comprising steel faceplates acting compositely with a compact polyurethane core can replace steel, precast and reinforced concrete in deck-like structures. Its flexural stiffness and strength are tailored to meet parti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe29af9e6fbbb745a70f61524d652320
https://doi.org/10.1061/40826(186)12
https://doi.org/10.1061/40826(186)12