A substructure approach tailored to the dynamic analysis of multi-span continuous beams under moving loads

2010 ◽  
Vol 329 (15) ◽  
pp. 3101-3120 ◽  
Author(s):  
Vera De Salvo ◽  
Giuseppe Muscolino ◽  
Alessandro Palmeri
Keyword(s):  
Dynamic Analysis ◽  
Moving Loads ◽  
Continuous Beams ◽  
Substructure Approach

VIBRATIONS OF NON-UNIFORM CONTINUOUS BEAMS UNDER MOVING LOADS

2002 ◽  
Vol 254 (5) ◽  
pp. 911-926 ◽  
Author(s):  
Y.A. DUGUSH ◽  
M. EISENBERGER
Keyword(s):  
Moving Loads ◽  
Continuous Beams

Dynamic Analysis of Multi-Layered Pavement Systems Under Moving Loads

1995 ◽  
Author(s):  
Karim Chatti ◽  
Kyong K. Yun
Keyword(s):  
Dynamic Analysis ◽  
Moving Loads

Dynamic analysis of an inclined beam due to moving loads

2005 ◽  
Vol 288 (1-2) ◽  
pp. 107-131 ◽  
Author(s):  
Jia-Jang Wu
Keyword(s):  
Dynamic Analysis ◽  
Moving Loads ◽  
Inclined Beam

scholarly journals Dynamic Analysis of Functionally Graded Porous Plates Resting on Elastic Foundation Taking into Mass subjected to Moving Loads Using an Edge-Based Smoothed Finite Element Method

2020 ◽  
Vol 2020 ◽  
pp. 1-19
Author(s):  
Trung Thanh Tran ◽  
Quoc-Hoa Pham ◽  
Trung Nguyen-Thoi
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Dynamic Analysis ◽  
Elastic Foundation ◽  
Functionally Graded ◽  
Triangular Element ◽  
Moving Loads ◽  
Smoothed Finite Element Method ◽  
Edge Based ◽  
Element Method

The paper presents the extension of an edge-based smoothed finite element method using three-node triangular elements for dynamic analysis of the functionally graded porous (FGP) plates subjected to moving loads resting on the elastic foundation taking into mass (EFTIM). In this study, the edge-based smoothed technique is integrated with the mixed interpolation of the tensorial component technique for the three-node triangular element (MITC3) to give so-called ES-MITC3, which helps improve significantly the accuracy for the standard MITC3 element. The EFTIM model is formed by adding a mass parameter of foundation into the Winkler–Pasternak foundation model. Two parameters of the FGP materials, the power-law index (k) and the maximum porosity distributions (Ω), take forms of cosine functions. Some numerical results of the proposed method are compared with those of published works to verify the accuracy and reliability. Furthermore, the effects of geometric parameters and materials on forced vibration of the FGP plates resting on the EFTIM are also studied in detail.

scholarly journals Dynamic analysis of bridges under moving loads

2006 ◽  
Vol 92 (26) ◽  
pp. 44-51 ◽  
Author(s):  
Sanjay Gurav
Keyword(s):  
Dynamic Analysis ◽  
Moving Loads

A note on the dynamic analysis of continuous beams

1975 ◽  
Vol 5 (2-3) ◽  
pp. 207-208
Author(s):  
Mario Paz
Keyword(s):  
Dynamic Analysis ◽  
Continuous Beams
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