Zobrazeno 1 - 10
of 86
pro vyhledávání: '"Richard N. White"'
Autor:
Richard N. White, Mohamed Ahmed Ali
Publikováno v:
Engineering Structures. 23:240-249
The paper presents a newly introduced modification of the strut-and-tie model that takes into account compression stress bulging of the strut with proper attention to its degradation as tensile strains increase. The method is capable of discriminatin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a1ca9d5eb7ee5786972d4888f2bba99
https://doi.org/10.1016/s0141-0296(00)00040-7
https://doi.org/10.1016/s0141-0296(00)00040-7
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1696:63-72
The criteria used for successful rehabilitation of decks of major bridges when it is not feasible to close the bridge to traffic are described. These criteria are described with specific reference to recent work on the trestle spans of the Tappan Zee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d6b1c0e19dc09b66caeff004f70582a0
https://doi.org/10.3141/1696-09
https://doi.org/10.3141/1696-09
Autor:
Richard N. White, Woo Kim
Publikováno v:
Journal of Structural Engineering. 125:1126-1135
The flexural-shear cracking behavior of RC beams was investigated to get a better understanding of the fundamental nature of the shear failure mechanism. Eight RC beams with special features were tested. Each test specimen was fabricated to artificia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d4333322c400eb7fe397ee06272247a
https://doi.org/10.1061/(asce)0733-9445(1999)125:10(1126)
https://doi.org/10.1061/(asce)0733-9445(1999)125:10(1126)
Publikováno v:
Earthquake Engineering & Structural Dynamics. 27:589-608
SUMMARY An accurate and practical testing technique to study seismic performance of multi-storey infilled frames is formulated. This technique is based on the pseudo-dynamic method which can provide an acceptable approximation of the dynamic performa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a24c90dfebf2cd70b348d833a7c6c66
https://doi.org/10.1002/(sici)1096-9845(199806)27:6<589::aid-eqe744>3.0.co
https://doi.org/10.1002/(sici)1096-9845(199806)27:6<589::aid-eqe744>3.0.co
Publikováno v:
Journal of Structural Engineering. 124:611-622
In this study, 16 reinforced concrete (RC) simple-span beams were tested statically up to failure to quantitatively investigate the arch action. Variables included four shear-span ratios (2, 2.5, 3, and 4), two longitudinal steel ratios (1 and 2%), a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::96a9221a4b47ade3820f96380e5e8acd
https://doi.org/10.1061/(asce)0733-9445(1998)124:6(611)
https://doi.org/10.1061/(asce)0733-9445(1998)124:6(611)
Publikováno v:
Journal of Structural Engineering. 123:1462-4169
This paper treats an experimental investigation of gravity-load designed steel frames, i.e., steel frames with semirigid connections, infilled with unreinforced masonry walls and subjected to slowly applied cyclic lateral loads. Various geometrical c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e2588529a2471fa6c16c344b18671526
https://doi.org/10.1061/(asce)0733-9445(1997)123:11(1462)
https://doi.org/10.1061/(asce)0733-9445(1997)123:11(1462)
Publikováno v:
Journal of Earthquake Engineering. 1:693-720
This paper summarises the first phase of the fragility analyses of generic (representative) buildings in the area of Memphis, Tennessee, USA. The study was conducted at Cornell University as a part of the project Loss Assessment of Memphis Buildings
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::efa786634bf7c82237314533569854e2
https://doi.org/10.1080/13632469708962384
https://doi.org/10.1080/13632469708962384
Publikováno v:
Earthquake Spectra. 12:185-198
This paper summarizes recent experimental research at Cornell University conducted on the behavior of gravity load designed reinforced concrete building frame components subjected to reversing cyclic loads (simulated seismic effects). Reinforced conc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ad0cecdf83fa0f6423e5b1d64547cee8
https://doi.org/10.1193/1.1585876
https://doi.org/10.1193/1.1585876
Publikováno v:
Computer Applications in Engineering Education. 1:159-171
A computer-based multimedia system has been developed for the storage, retrieval, and display of slide images and information to support the use of case studies in the undergraduate engineering curriculum. Case studies are presented as an effective m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7c18927e148fa4f9b9445765bf74b9e
https://doi.org/10.1002/cae.6180010207
https://doi.org/10.1002/cae.6180010207