Armin Mehrabi
Cited by
Cited by
Experimental evaluation of masonry-infilled RC frames
AB Mehrabi, P Benson Shing, MP Schuller, JL Noland
Journal of Structural engineering 122 (3), 228-237, 1996
Unified finite difference formulation for free vibration of cables
AB Mehrabi, H Tabatabai
Journal of Structural Engineering 124 (11), 1313-1322, 1998
Finite element modeling of masonry-infilled RC frames
AB Mehrabi, PB Shing
Journal of structural engineering 123 (5), 604-613, 1997
Behaviour and analysis of masonry‐infilled frames
PB Shing, AB Mehrabi
Progress in Structural Engineering and Materials 4 (3), 320-331, 2002
Performance of masonry-infilled R/C frames under in-plane lateral loads: analytical modeling
AB Mehrabi, PB Shing
Proc., NCEER Workshop on Seismic Response of Masonry, San Francisco, 1994
Design of mechanical viscous dampers for stay cables
H Tabatabai, AB Mehrabi
Journal of Bridge Engineering 5 (2), 114-123, 2000
In-service evaluation of cable-stayed bridges, overview of available methods and findings
AB Mehrabi
Journal of Bridge Engineering 11 (6), 716-724, 2006
Evaluation, rehabilitation planning, and stay-cable replacement design for the hale boggs bridge in Luling, Louisiana
AB Mehrabi, CA Ligozio, AT Ciolko, ST Wyatt
Journal of Bridge Engineering 15 (4), 364-372, 2010
Non-destructive testing applications for steel bridges
SS Khedmatgozar Dolati, N Caluk, A Mehrabi, SS Khedmatgozar Dolati
Applied Sciences 11 (20), 9757, 2021
Behavior of masonry infilled reinforced concrete frames subjected to lateral loadings
AB Mehrabi
University of Colorado at Boulder, 1994
Field inspection of in-service FRP bridge decks
JG Telang, Niket M, Chris Dumlaw, Armin B. Mehrabi
Transportation Research Board, 2006
Constitutive models for nonlinear finite element analysis of masonry prisms and infill walls
GK Al-Chaar, A Mehrabi
US Army Engineer Research and Development Center, Construction Engineering …, 2008
Bridge stay cable condition assessment using vibration measurement techniques
H Tabatabai, AB Mehrabi, WP Yen
Structural Materials Technology III: An NDT Conference 3400, 194-204, 1998
Health monitoring of closure joints in accelerated bridge construction: A review of non-destructive testing application
S Farhangdoust, A Mehrabi
Journal of Advanced Concrete Technology 17 (7), 381-404, 2019
A laser-based noncontact vibration technique for health monitoring of structural cables: background, success, and new developments
AB Mehrabi, S Farhangdoust
Advances in Acoustics and Vibration 2018, 2018
Finite element interface modeling and experimental verification of masonry-infilled R/C frames
G Al-Chaar, AB Mehrabi, T Manzouri
Masonry Society, 2008
Evaluation of stay cable tension using a non-destructive vibration technique
WHP Yen, AB Mehrabi, H Tabatabai
Building to Last, 503-507, 1997
Application of a new nondestructive evaluation technique to a 25-year-old prestressed concrete girder
A Azizinamini, B Keeler, J Rohde, AB Mehrabi
Pci Journal 41, 82-95, 1996
Finite Element Analysis of Shear Resistance of Masonry Wall Panels with and without Confining Frames.
JB PB Shing, HR Lofti, A Barzegarmehrabi
10th world conference on earthquake engineering, 2581-2586, 1992
TMD-damped stay cable and method and TMD
H Tabatabai, AB Mehrabi
US Patent 6,292,967, 2001
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