Zobrazeno 1 - 10
of 59
pro vyhledávání: '"Geoffrey L. Kulak"'
Publikováno v:
Behaviour of Steel Structures in Seismic Areas ISBN: 9781003211198
Modern seismic design codes recognize that inelastic behaviour can reduce the earthquake forces generated in structures significantly and that this reduction is accompanied by an appreciable ductility demand. Currently, no generally accepted means ex
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ff35575632b4458e54096be527431c5
https://doi.org/10.1201/9781003211198-67
https://doi.org/10.1201/9781003211198-67
Publikováno v:
Journal of Constructional Steel Research. 62:210-222
Equations in design standards for block shear vary widely and, when used for different types of connections, they provide significantly inconsistent levels of safety. In many cases reported in the literature, recommended changes are intended to addre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e380eff8c2d51737ce220c975ab7bb21
https://doi.org/10.1016/j.jcsr.2005.06.002
https://doi.org/10.1016/j.jcsr.2005.06.002
Publikováno v:
Journal of Bridge Engineering. 9:614-622
It is customary in contemporary design for fatigue resistance of bolted connections to use slip-critical joints. However, many existing bridges are more likely to have bearing-type joints that use either rivets or high-strength bolts. Moreover, in ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e96ea1412bf56b21cddcef553886baa
https://doi.org/10.1061/(asce)1084-0702(2004)9:6(614)
https://doi.org/10.1061/(asce)1084-0702(2004)9:6(614)
Publikováno v:
Journal of Transportation Engineering. 127:408-417
Steel pipelines buried in cold regions are subject to thermally induced axial loads, hoop stresses caused by the action of the fluids they convey, and differential settlements caused by such factors as thaw settlements, frost heave, and landslides. D
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b56ac356fda3a4fcaed541b1b6248fa9
https://doi.org/10.1061/(asce)0733-947x(2001)127:5(408)
https://doi.org/10.1061/(asce)0733-947x(2001)127:5(408)
Autor:
Thomas J. Manuel, Geoffrey L. Kulak
Publikováno v:
Journal of Structural Engineering. 126:279-287
In steel construction, sometimes bolts and welds must be combined in a single joint. Provisions for the design of these combination joints can be found in existing specifications, but the design rules generally have not been verified by physical test
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d9da5199e969a168d7c4b220a441603
https://doi.org/10.1061/(asce)0733-9445(2000)126:3(279)
https://doi.org/10.1061/(asce)0733-9445(2000)126:3(279)
Publikováno v:
Canadian Journal of Civil Engineering. 26:549-563
The behaviour under cyclic loading of unstiffened steel plate shear wall panels at their connection to the bounding beams and columns was investigated on full-size panel corner details. Four different infill panel connection details were tested to ex
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::910388d67aa6bdea05f5f36b67a4e756
https://doi.org/10.1139/l99-016
https://doi.org/10.1139/l99-016
Publikováno v:
Canadian Journal of Civil Engineering. 25:678-691
The remaining fatigue life of riveted structures is a topic of considerable importance, particularly for owners of bridges. Improved methods for the estimation of the actual fatigue life of such structures are required in order to make their continue
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::54c39e8114b42f16226b29695b76aaee
https://doi.org/10.1139/l98-011
https://doi.org/10.1139/l98-011
Publikováno v:
Journal of Structural Engineering. 124:792-797
New riveted steel structures have not been built in the past several decades. As a consequence, less attention has been paid to their fatigue life behavior than to structures containing contemporary fastening elements such as bolts or welds. The beha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81e6f77af453e2171e3b1baebbd63329
https://doi.org/10.1061/(asce)0733-9445(1998)124:7(792)
https://doi.org/10.1061/(asce)0733-9445(1998)124:7(792)
Publikováno v:
Journal of Structural Engineering. 124:121-130
A nonlinear finite-element model for steel plate shear walls was developed and then tested using the as-built dimensions and measured material properties of a large-scale four-story test specimen. When a nonplanar initial plate geometry and measured
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::731b18a9a2ed69827f3b693b4cb539e8
https://doi.org/10.1061/(asce)0733-9445(1998)124:2(121)
https://doi.org/10.1061/(asce)0733-9445(1998)124:2(121)
Publikováno v:
Journal of Structural Engineering. 124:112-120
A large-scale, four-story, single bay steel plate shear wall specimen with unstiffened panels was tested using controlled cyclic loading to determine its behavior under an idealized severe earthquake event. The shear wall had moment-resisting beam-to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::820f79bfbb9476901b7bdc1c0b289e0e
https://doi.org/10.1061/(asce)0733-9445(1998)124:2(112)
https://doi.org/10.1061/(asce)0733-9445(1998)124:2(112)