Zobrazeno 1 - 10
of 28
pro vyhledávání: '"G. A. R. Parke"'
Publikováno v:
Journal of Structural Engineering. 143
Progressive collapse accidents of single-layer latticed domes seriously threaten public safety and social security. Structural integrity and progressive collapse–resisting capacity are gradually becoming essential requirements in structural design.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::374e2f5608261b1783fa807efdbcc92f
https://doi.org/10.1061/(asce)st.1943-541x.0001868
https://doi.org/10.1061/(asce)st.1943-541x.0001868
Publikováno v:
Journal of Pipeline Systems Engineering and Practice. 3:135-149
Submarine pipelines are usually laid unburied. Free spanning may be caused in the line by seabed unevenness, topology changes, scouring, or sand waves. In seismically active areas, the free spannings are prone to severe ground excitations. This artic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f5e7b2a666dd38355b0114dfd2212cf
https://doi.org/10.1061/(asce)ps.1949-1204.0000098
https://doi.org/10.1061/(asce)ps.1949-1204.0000098
Autor:
Mostafa Zeinoddini, G. A. R. Parke
Publikováno v:
International Journal of Damage Mechanics. 20:400-422
This article reports some interesting observations on the response of laterally impacted steel tubes, which in some respects have been considered to undergo an elastic shakedown. In an experimental study on the behavior of axially compressed tubes un
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eaec4f09dd23d6bba9ed8766706577d5
https://doi.org/10.1177/1056789509359675
https://doi.org/10.1177/1056789509359675
Publikováno v:
Building and Environment. 43:1326-1338
This paper describes research using life cycle analysis assessment techniques to determine the environmental impacts associated with the use of present and possible alternative materials utilised in all aspects of high voltage electricity transmissio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d8f3a1f300d9a93ab3f999c4041a336
https://doi.org/10.1016/j.buildenv.2006.08.032
https://doi.org/10.1016/j.buildenv.2006.08.032
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 96:1103-1110
This paper presents a comparison between the wind-induced foundation loads measured on a type L6 transmission line tower during a field study in the UK and those computed using the UK Code of Practice for lattice tower and transmission line design (B
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::824d8c1f004747a2440d8a5f27f4b0b1
https://doi.org/10.1016/j.jweia.2007.06.033
https://doi.org/10.1016/j.jweia.2007.06.033
Publikováno v:
Journal of Structural Engineering. 133:1146-1155
The successful design of glass as a structural element depends mainly on the ability to predict failure with accuracy and ease. Over the last 30 years various failure prediction models have been put forward for determining the load bearing capacity o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be90db16372e804fb3da12f83b241a5b
https://doi.org/10.1061/(asce)0733-9445(2007)133:8(1146)
https://doi.org/10.1061/(asce)0733-9445(2007)133:8(1146)
Publikováno v:
International Journal of Space Structures. 20:235-244
The behaviour of selected steel domes subject to severe earthquake loading has been investigated and reported. Particular attention has been given to assess the development and spread of plasticity throughout these structures. Several dome configurat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c857fbb5a6115e3ebe255915329de643
https://doi.org/10.1260/026635105775870251
https://doi.org/10.1260/026635105775870251
Publikováno v:
International Journal of Space Structures. 19:195-202
A vibration reducing system with viscous dampers is introduced for braced domes. A finite element analysis algorithm of the vibration reducing system with viscous dampers has been developed and a number of numerical calculations on vibration reductio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4798730d6dfbc435bbe36e122309eac6
https://doi.org/10.1260/0266351043492672
https://doi.org/10.1260/0266351043492672
Publikováno v:
International Journal of Space Structures. 19:109-125
Global stability of an innovative dome comprising of double-layer space frame sections together with curved flexural members has been studied. The dome had both an outer flat and an inner spherical double-layer grid space frames and formed the roof o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6251e30e5e4da12cf89f13e82c937877
https://doi.org/10.1260/0266351042249583
https://doi.org/10.1260/0266351042249583
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 156:273-281
Historically the management of infrastructure assets has been governed by social, economic and technical constraints. However, in the latter part of the twentieth century, with the advent and growth of the sustainability agenda, it became increasingl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba67a67f3f800a04841c63a306efa6d1
https://doi.org/10.1680/stbu.2003.156.3.273
https://doi.org/10.1680/stbu.2003.156.3.273