Examination of Strength Modeling Reliability of Physical Tests on 
Structural Concrete Columns

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="428367.fig.003a" src="https://static.hindawi.com/articles/ace/volume-2011/428367/figures/428367.fig.003a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Box section. Integration Points 15 each wall</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="428367.fig.003b" src="https://static.hindawi.com/articles/ace/volume-2011/428367/figures/428367.fig.003b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Rectangular Section. Integration points <svg height="11.125" id="M64" style="vertical-align:-0.1638pt" version="1.1" viewbox="0 0 50.299999 11.125" width="50.299999" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,10.862)"><path d="M384 0h-275v27q67 5 81.5 18.5t14.5 68.5v385q0 38 -7.5 47.5t-40.5 10.5l-48 2v24q85 15 178 52v-521q0 -55 14.5 -68.5t82.5 -18.5v-27z" id="x31"></path></g><g transform="matrix(.017,-0,0,-.017,8.222,10.862)"><path d="M153 550l-26 -186q79 31 111 31q90 0 141.5 -51t51.5 -119q0 -93 -89 -166q-85 -69 -173 -71q-32 0 -61.5 11.5t-41.5 23.5q-18 17 -17 34q2 16 22 33q14 9 26 -1q61 -50 124 -50q60 0 93 43.5t33 104.5q0 69 -41.5 110t-121.5 41q-53 0 -102 -20l38 305h286l6 -8
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</svg></td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="428367.fig.003c" src="https://static.hindawi.com/articles/ace/volume-2011/428367/figures/428367.fig.003c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>I-Section. Integration points 5 + 9 + 5</td></tr></table></td></tr><tr class="fig-image" id="d"><td><img alt="428367.fig.003d" src="https://static.hindawi.com/articles/ace/volume-2011/428367/figures/428367.fig.003d.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(d) </b>Rebar Elements. Integration points 1 point/bar</td></tr></table></td></tr></table>

<table>Location of integration points used for FEM of cross-section.</table>

Advances in Civil Engineering

fig3

Figure 3

Figure 3: Examination of Strength Modeling Reliability of Physical Tests on 
Structural Concrete Columns 

Advances in Civil Engineering

Examination of Strength Modeling Reliability of Physical Tests on Structural Concrete Columns

Figure 3