Equivalent base length signature based load models for Indian highway bridges

Srinivas Sriramula, D Menon, A.M. Prasad

Research output: Contribution to conferencePaper

Original languageEnglish
Publication statusPublished - 2006
EventInt. Congress on Computational Mechanics and Simulation (ICCMS’06) - Guwahati, India
Duration: 8 Dec 2006 → …

Conference

ConferenceInt. Congress on Computational Mechanics and Simulation (ICCMS’06)
CountryIndia
CityGuwahati
Period8/12/06 → …

Cite this

Sriramula, S., Menon, D., & Prasad, A. M. (2006). Equivalent base length signature based load models for Indian highway bridges. Paper presented at Int. Congress on Computational Mechanics and Simulation (ICCMS’06), Guwahati, India.

Equivalent base length signature based load models for Indian highway bridges. / Sriramula, Srinivas; Menon, D; Prasad, A.M.

2006. Paper presented at Int. Congress on Computational Mechanics and Simulation (ICCMS’06), Guwahati, India.

Research output: Contribution to conferencePaper

Sriramula, S, Menon, D & Prasad, AM 2006, 'Equivalent base length signature based load models for Indian highway bridges' Paper presented at Int. Congress on Computational Mechanics and Simulation (ICCMS’06), Guwahati, India, 8/12/06, .
Sriramula S, Menon D, Prasad AM. Equivalent base length signature based load models for Indian highway bridges. 2006. Paper presented at Int. Congress on Computational Mechanics and Simulation (ICCMS’06), Guwahati, India.
Sriramula, Srinivas ; Menon, D ; Prasad, A.M. / Equivalent base length signature based load models for Indian highway bridges. Paper presented at Int. Congress on Computational Mechanics and Simulation (ICCMS’06), Guwahati, India.
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