Moving Load Analysis of Composite Beams Curved In-Plan

2009 ◽  
pp. 169-186
Author(s):  
R.E. Erkmen ◽  
M.A. Bradford
Keyword(s):  
Moving Load ◽  
Composite Beams ◽  
Load Analysis

Failure load analysis of C-shaped composite beams using a cohesive zone model

2018 ◽  
Vol 184 ◽  
pp. 581-590 ◽  
Author(s):  
Viet-Hoai Truong ◽  
Khanh-Hung Nguyen ◽  
Sang-Seon Park ◽  
Jin-Hwe Kweon
Keyword(s):  
Cohesive Zone ◽  
Cohesive Zone Model ◽  
Failure Load ◽  
Composite Beams ◽  
Zone Model ◽  
Load Analysis

MOVING LOAD ANALYSIS OF SUBMERGED FLOATING TUNNELS

2012 ◽  
Vol 25 (1(C)) ◽  
pp. 17-24 ◽  
Author(s):  
M. Shahmardani
Keyword(s):  
Moving Load ◽  
Load Analysis

Dynamic Behavior of Laminated Composite Beams Subjected to a Moving Load

2004 ◽  
Vol 4 (2) ◽  
pp. 271-276 ◽  
Author(s):  
Binnur Goren Kiral ◽  
Zeki Kiral ◽  
Buket Okutan Baba
Keyword(s):  
Dynamic Behavior ◽  
Moving Load ◽  
Laminated Composite ◽  
Composite Beams ◽  
Laminated Composite Beams

DYNAMIC CHARACTERISTICS OF PARTIAL COMPOSITE BEAMS

2008 ◽  
Vol 08 (04) ◽  
pp. 665-685 ◽  
Author(s):  
C. W. HUANG ◽  
Y. H. SU
Keyword(s):  
Fundamental Frequency ◽  
Dynamic Characteristics ◽  
Composite Beam ◽  
Moving Load ◽  
Equations Of Motion ◽  
Closed Form Solution ◽  
Time History ◽  
Composite Beams ◽  
Form Solution ◽  
Superposition Method

This paper is concerned with the dynamic characteristics of composite beams with partial shear connections. The governing equations of motion for partial composite beams are derived from the one-dimensional partial composite beam theory. By solving the corresponding characteristic equation, the natural frequencies and modal shapes for simple partial composite beams are obtained. The orthogonality condition between the natural modes is utilized to decouple the equations of motion. Closed-form solution for the simple partial composite beam subjected to a moving load is derived by the modal superposition method. Key parameters that govern the fundamental frequency and deflection impact factor of simple partial composite beams are identified. Numerical results show that the former is controlled by the composite connection and section combination parameters, and the latter by the fundamental frequency ratio. It was observed that the time-history response of a partial composite beam may differ significantly from that of a full composite beam in terms of amplitude, period, and overall shape, depending on the composition connection.

scholarly journals Three Dimensional Model for Dynamic Moving Load Analysis of a PSC-I Girder Railway Bridge

2013 ◽  
Vol 16 (4) ◽  
pp. 286-297 ◽  
Author(s):  
Jeong-Rae Cho ◽  
Dong-Seok Kim ◽  
Young Jin Kim ◽  
Jong-Won Kwark ◽  
Seung Yup Jang
Keyword(s):  
Moving Load ◽  
Three Dimensional ◽  
Railway Bridge ◽  
Dimensional Model ◽  
Three Dimensional Model ◽  
Load Analysis
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