Zobrazeno 1 - 8
of 8
pro vyhledávání: '"S. A. Mahin"'
Publikováno v:
SP-187: Seismic Response of Concrete Bridges.
A program of field and laboratory tests to study the seismic response of reinforced-concrete double-deck bridge structures has been conducted at the University of California, Berkeley. The research was prompted by the poor performance of these struct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c927a0972473db9c9a0fd4ee0f54afc2
https://doi.org/10.14359/5601
https://doi.org/10.14359/5601
Autor:
S. A. Mahin, Kiyohiro Ikeda
Publikováno v:
Journal of Structural Engineering. 112:342-361
A model for inelastic response analysis of braced steel structures is presented. This model achieves realism and efficiency by combining analytical formulations with formulas developed on the basis of a study of experimental data. A brace is idealize
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a843d3ba1492fb479a6493926b2d818d
https://doi.org/10.1061/(asce)0733-9445(1986)112:2(342)
https://doi.org/10.1061/(asce)0733-9445(1986)112:2(342)
Publikováno v:
Journal of Computing in Civil Engineering. 3:209-227
CSTRUCT is a recently developed interactive computational environment for the design and analysis of structures. This paper summarizes a recently developed CAD design methodology; briefly outlines some of the software development issues that have bee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dadd18cbef864330f1c1bdf5b6d3e47d
https://doi.org/10.1061/(asce)0887-3801(1989)3:3(209)
https://doi.org/10.1061/(asce)0887-3801(1989)3:3(209)
Publikováno v:
Journal of Structural Engineering. 113:1660-1677
This is the second part of a two‐part paper on the development and preliminary testing of a methodology for the optimal probabilistic limit states design of seismic‐resistant steel frames. Part two illustrates the design of a three‐story, singl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7731b7828024223d28589e7ec34a2960
https://doi.org/10.1061/(asce)0733-9445(1987)113:8(1660)
https://doi.org/10.1061/(asce)0733-9445(1987)113:8(1660)
Publikováno v:
Journal of Energy Resources Technology. 106:319-328
The inelastic seismic behavior of an X-braced, tubular steel frame is studied experimentally by means of pseudodynamic testing. The pseudodynamic method, which utilizes a numerical algorithm in the on-line computer control of a test specimen, can rea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4ff29e3c9fa4b4471285f539c9c6a41
https://doi.org/10.1115/1.3231060
https://doi.org/10.1115/1.3231060
Publikováno v:
Journal of Structural Engineering. 113:1642-1659
This is the first of a two‐part paper on the development and preliminary testing of a methodology for the optimal probabilistic limit states design of seismic‐resistant steel frames. A mechanism for allowing a designer to include the effects of u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::27c0c4d1df7fbaaa26944848afad243c
https://doi.org/10.1061/(asce)0733-9445(1987)113:8(1642)
https://doi.org/10.1061/(asce)0733-9445(1987)113:8(1642)
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 7:95-104
The 1972 Managua, Nicaragua earthquake was a severe test of modern earthquake resistant design and construction procedures. This paper examines the behaviour of the 18-story reinforced concrete Banco de America building which performed exceptionally
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b7566218884d29069b32a11dccb1170
https://doi.org/10.5459/bnzsee.7.3.95-104
https://doi.org/10.5459/bnzsee.7.3.95-104