Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Dynamic response of simple-span highway bridges in inelastic range
Numerical method and computer program were developed for computation of dynamic response of simple-span highway bridges in inelastic range of deformation under action of moving vehicles; bridge was idealized as single beam represented by series of rigid bars of equal length connected by flexible joints; two beam models were studied considering mass of beam to be either distributed along bars or concentrated at point masses placed at joints; results are presented in form of tables, spectrum and time history curves for interacting forces, moments and deflections, and their corresponding dynamic increments.
Dynamic response of simple-span highway bridges in inelastic range
Numerical method and computer program were developed for computation of dynamic response of simple-span highway bridges in inelastic range of deformation under action of moving vehicles; bridge was idealized as single beam represented by series of rigid bars of equal length connected by flexible joints; two beam models were studied considering mass of beam to be either distributed along bars or concentrated at point masses placed at joints; results are presented in form of tables, spectrum and time history curves for interacting forces, moments and deflections, and their corresponding dynamic increments.
Dynamic response of simple-span highway bridges in inelastic range
Illinois Univ -- Dept Civ Eng -- Structural Research Ser 287
Luthe-Garcia, R. (Autor:in) / Walker, W.H. (Autor:in) / Veletsos, A.S. (Autor:in)
1964
170 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Dynamic behavior of simple-span highway bridges
Engineering Index Backfile | 1961
|Vibration of simple span highway bridges
Engineering Index Backfile | 1957
|Vibration of Simple-Span Highway Bridges
ASCE | 2021
|Response of simple-span highway bridges to moving vehicles
UB Braunschweig | 1966
|Response of simple-span highway bridges to moving vehicles
TIBKAT | 1966
|