Nonlinear finite element analyses of concrete bridge joint systems subjected to seismic actions

DOI10.1016/S0168-874X(00)00034-2zbMATH Open0981.74058OpenAlexW1963900059MaRDI QIDQ1583297

R. Smith

Publication date: 26 October 2000

Published in: Finite Elements in Analysis and Design (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0168-874x(00)00034-2

zbMATH Keywords

finite element analysisbeam-column jointcap beam prestressingcompression forcejoint force transfer modeljoint reinforcementloath pathLoma Prieta earthquakemultiple-column bridge bentseismic design of bridge jointsstrain penetration

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Composite and mixture properties (74E30) Seismology (including tsunami modeling), earthquakes (86A15)

Related Items (1)

Numerical analysis on the shear behavior of single-keyed dry joints in precast high-strength concrete segmental bridges

This page was built for publication: Nonlinear finite element analyses of concrete bridge joint systems subjected to seismic actions

Report a bug (only for logged in users!)Click here to report a bug for this page (MaRDI item Q1583297)