Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Ady Aviram"'
Publikováno v:
International Journal of Impact Engineering. 71:97-105
Investigation of blast loading using mechanical devices is a viable alternative to field testing with live explosives. Using impact to simulate blast-like loads has been shown to generate repeatable loading similar to field testing with live explosiv
Publikováno v:
Earthquake Engineering and Engineering Vibration. 7:395-402
Abutment behavior significantly influences the seismic response of certain bridge structures. Specifically in the case of short bridges with relatively stiff superstructures typical of highway overpasses, embankment mobilization and inelastic behavio
Publikováno v:
Structures Congress 2014.
Understanding the response of primary, load-bearing structural components in Antiterrorism/Force Protection (AT/FP) applications is important because of the critical role they play in ensuring building structural integrity. According to current AT/FP
Autor:
Simpson Gumpertz, Ronald L. Mayes, Ronald O. Hamburger, Jeffrey P Nielsen, C. O'Laughlin, Ady Aviram
Publikováno v:
Structures Congress 2014.
Simpson Gumpertz & Heger, Inc. recently developed a cost-effective, non-loadbearing steel stud wall system for blast protection of building envelopes. Field tests at Tyndall Air Force Base (AFB) using equivalent vehicle bombs validated the system’s
Publikováno v:
ACI Structural Journal. 111
An experimental and analytical study was carried out on circular column specimens representing cantilever bridge piers constructed with tensile strain-hardening, high-performance fiber-reinforced concrete (HPFRC). Two column specimens with different
Autor:
Leslie Quiter, Ronald L. Mayes, Jessica Godinho, Ronald O. Hamburger, Sharon Gallant, Ady Aviram
Publikováno v:
Structures Congress 2013.
Publikováno v:
Structures Congress 2013.
Publikováno v:
Scopus-Elsevier
This paper presents a collection of practical and readily implementable recommendations for the modeling of highway bridges and overpasses subjected to earthquake ground motions. The specifications were developed particularly for Ordinary Standard Br