Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Hayes E. Ross"'
Autor:
Hayes E. Ross, Ali Osman Atahan
Publikováno v:
Journal of Transportation Engineering. 130:733-741
Guardrail posts made of recycled plastics are becoming candidates for use in roadside safety features due to the nature of exhibiting properties that are useful in absorbing energy. Relatively few studies have specifically addressed the performance o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49c402fff15052d453ffe3f06b1ab800
https://doi.org/10.1061/(asce)0733-947x(2004)130:6(733)
https://doi.org/10.1061/(asce)0733-947x(2004)130:6(733)
Publikováno v:
Journal of Transportation Engineering. 128:156-166
In recent years, there has been an increased interest in the use of recycled materials in highway-related areas by state agencies and research organizations. In the present paper, guardrail posts manufactured from recycled materials are evaluated for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef2219cf083d3b8461582478f8d7245c
https://doi.org/10.1061/(asce)0733-947x(2002)128:2(156)
https://doi.org/10.1061/(asce)0733-947x(2002)128:2(156)
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1528:28-37
The ET-2000 is one of the end treatments currently approved for use with W-beam guardrail systems. The ET-2000 has successfully met all evaluation criteria set forth in NCHRP Report 230. However, with the adoption of NCHRP Report 350 by FHWA as the o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f76d04598cb336ffa63f5d04850b185f
https://doi.org/10.1177/0361198196152800103
https://doi.org/10.1177/0361198196152800103
Publikováno v:
Journal of Transportation Engineering. 116:359-376
The present research was aimed at development of a low-maintenance crash cushion utilizing reusable rubber elements. Energy dissipation characteristics of full-scale hollow circular rubber cylinders was investigated through static and dynamic testing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5182905a284d8d072f76c2b3dda02d6
https://doi.org/10.1061/(asce)0733-947x(1990)116:3(359)
https://doi.org/10.1061/(asce)0733-947x(1990)116:3(359)
Autor:
Hayes E. Ross, Darrell G. Smith
Publikováno v:
Transportation Engineering Journal of ASCE. 107:69-79
Six full-scale crash tests were conducted to evaluate the impact behavior of two widely-used roadside barriers when placed on a 6:1 side slope. Four of the six tests involved a standard W-beam rail on metal post varies directly as G4(1S) system tripl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eaff9a1e3c16b36657841c4be58a7eec
https://doi.org/10.1061/tpejan.0000911
https://doi.org/10.1061/tpejan.0000911
Autor:
Hayes E Ross Jr, Don L Ivey
Publikováno v:
Transportation Engineering Journal of ASCE. 98:285-298
The design and analysis of a safe roadway facility require a basic understanding of the vehicle-roadway interaction problem. In the past, the primary approach to the problem has been to investigate the effects of significant variables, on a single-fa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b1a93fa02070cffc1174e38bab1c6e12
https://doi.org/10.1061/tpejan.0000225
https://doi.org/10.1061/tpejan.0000225
Autor:
Hayes E Ross Jr, Thomas C. Edwards
Publikováno v:
Journal of the Structural Division. 96:1221-1235
Modal analysis is applied to obtain a solution to the differential equations of motion of a vibrating cantilevered light pole when subjected to wind forces. Use is made of a high-speed computer in the solution processes. The excitation forces are tho
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63d1d45b0834b581c0280870e18c5a14
https://doi.org/10.1061/jsdeag.0002604
https://doi.org/10.1061/jsdeag.0002604
Autor:
Hayes E Ross Jr
Publikováno v:
All Days.
Abstract To perform dynamic analysis of pile supported offshore structures, the manner in which the individual piles interact with the wave and the soil should be understood. A mathematical model was developed to study this dynamic interaction taking
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::af09ad4619d732f6877a3c89f10a210a
https://doi.org/10.4043/1480-ms
https://doi.org/10.4043/1480-ms
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