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From
Seismic Assessment of Historical Bridge: Numerical Modeling and Structural Evaluatione
Amin Bagherzadeh Azar, Ali Sari
American Journal of Civil Engineering and Architecture
.
2023
, 11(4), 127-135 doi:10.12691/ajcea-11-4-4
Figure
1
.
Halilviran Bridge: (a) Photo, (b) 3D Scanning cloud image and (c) CAD drawing .
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Figure
2
.
Halilviran Bridge. Section and elevation views with indication of the main geometrical dimensions .
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Figure
3
.
Finite element model of the half bridge
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Figure
4
.
Material modeling techniques
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Figure 5
.
Halilviran Bridge. Distribution of the modes in the longitudinal and transversal directions. Deformed shapes of the first main modes, corresponding periods and participating mass ratios
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Figure
6
.
Horizontal components of the real accelerograms used in the non-linear dynamic analyses: (a) longitudinal direction and (b) transversal direction .
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Figure
7
.
Maximum principal (tension) strain contour maps of the bridge.
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Figure
8
.
Maximum principal (tension) stress contour maps and time history of the spandrel walls
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Figure
9
.
Maximum principal (tension) stress contour maps and time history of the arches
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Figure
10
.
Total displacement contour maps of the transverse dynamic displacements for the spandrel wall
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Figure
11
.
Minimum principal (compression) stress contour maps and time history of arches
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Figure
12
.
Minimum principal (compression) stress contour maps and time history of spandrel walls
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Figure
13
.
Corrosion of the pier due to the presence of water
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Figure
14
.
presence of fungus on the stone surfaces
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Figure
15.
presence of vegetation om roadway and spandrel walls
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