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xi | |
Preface |
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xiii | |
Authors |
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xv | |
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1 | (68) |
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Steel-reinforced concrete column subjected to axial compression |
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1 | (68) |
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Steel-reinforced concrete column with normal-strength material |
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2 | (6) |
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2 | (1) |
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Design strengths and modulus |
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2 | (1) |
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3 | (1) |
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3 | (1) |
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Check the reinforcement ratio |
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4 | (1) |
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4 | (1) |
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Check the steel contribution factor |
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4 | (1) |
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5 | (1) |
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Elastic modulus of concrete considering long-term effects |
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6 | (1) |
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Effective flexural stiffness of cross-section |
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6 | (1) |
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Elastic critical normal force |
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7 | (1) |
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Relative slenderness ratio |
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7 | (1) |
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Buckling reduction factor |
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7 | (1) |
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8 | (1) |
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Steel-reinforced concrete column with high-strength concrete |
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8 | (5) |
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Design strengths and modulus |
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8 | (1) |
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Cross-sectional areas and second moments of area |
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9 | (1) |
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Check the steel contribution factor |
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9 | (1) |
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10 | (1) |
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Elastic modulus of concrete considering long-term effects |
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11 | (1) |
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Effective flexural stiffness of cross-section |
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11 | (1) |
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Elastic critical normal force |
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11 | (1) |
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Relative slenderness ratio |
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12 | (1) |
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Buckling reduction factor |
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12 | (1) |
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13 | (1) |
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Steel-reinforced concrete column with high-strength steel |
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13 | (5) |
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Design strengths and modulus |
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13 | (3) |
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Cross-sectional areas and second moments of area |
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16 | (1) |
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Check the steel contribution factor |
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16 | (1) |
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16 | (1) |
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Elastic modulus of concrete considering long-term effects |
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16 | (1) |
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Effective flexural stiffness of cross-section |
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17 | (1) |
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Elastic critical normal force |
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17 | (1) |
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Relative slenderness ratio |
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17 | (1) |
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Buckling reduction factor |
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17 | (1) |
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18 | (1) |
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Steel-reinforced concrete column with high-strength concrete and steel |
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18 | (9) |
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Design strengths and modulus |
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19 | (1) |
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Cross-sectional areas and second moments of area |
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19 | (1) |
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Check the steel contribution factor |
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19 | (1) |
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19 | (1) |
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Elastic modulus of concrete considering long-term effects |
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20 | (1) |
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Effective flexural stiffness of cross-section |
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20 | (1) |
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Elastic critical normal force |
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20 | (1) |
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Relative slenderness ratio |
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20 | (1) |
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Buckling reduction factor |
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20 | (1) |
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21 | (1) |
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22 | (1) |
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22 | (1) |
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Design strengths and modulus |
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22 | (1) |
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Cross-sectional area and second moments of area |
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23 | (1) |
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Check the reinforcement ratio |
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23 | (1) |
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23 | (1) |
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Check the steel contribution factor |
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23 | (1) |
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24 | (1) |
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Elastic modulus of concrete considering long-term effects |
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25 | (1) |
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Effective flexural stiffness of cross-section |
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25 | (1) |
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Elastic critical normal force |
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25 | (1) |
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Relative slenderness ratio |
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26 | (1) |
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Buckling reduction factor |
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26 | (1) |
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26 | (1) |
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Steel-reinforced concrete column subjected to combined compression and bending |
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27 | (1) |
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Steel-reinforced concrete column with normal-strength material |
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27 | (11) |
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27 | (1) |
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Design strengths and modulus |
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28 | (1) |
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Cross-sectional areas and second moments of area |
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29 | (1) |
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Check the reinforcement ratio |
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29 | (1) |
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29 | (1) |
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Check the steel contribution factor |
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29 | (1) |
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30 | (1) |
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Elastic modulus of concrete considering long-term effects |
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31 | (1) |
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Effective flexural stiffness of cross-section |
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31 | (1) |
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Elastic critical normal force |
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32 | (1) |
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Relative slenderness ratio |
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32 | (1) |
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Buckling reduction factor |
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32 | (1) |
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33 | (1) |
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33 | (2) |
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Check the resistance of steel-reinforced concrete column in combined compression and uniaxial bending |
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35 | (3) |
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Steel-reinforced concrete column with high-strength concrete |
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38 | (8) |
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Design strengths and modulus |
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38 | (1) |
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Cross-sectional areas and second moments of area |
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38 | (1) |
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Check the steel contribution factor |
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38 | (1) |
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39 | (1) |
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Elastic modulus of concrete considering long-term effects |
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40 | (1) |
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Effective flexural stiffness of cross-section |
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40 | (1) |
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Elastic critical normal force |
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41 | (1) |
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Relative slenderness ratio |
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41 | (1) |
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Buckling reduction factor |
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41 | (1) |
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42 | (1) |
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42 | (2) |
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Check the resistance of steel-reinforced concrete column in combined compression and uniaxial bending |
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44 | (2) |
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Steel-reinforced concrete column with high-strength steel |
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46 | (10) |
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Design strengths and modulus |
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47 | (2) |
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Cross-sectional areas and second moments of area |
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49 | (1) |
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Check the steel contribution factor |
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49 | (1) |
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49 | (1) |
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Elastic modulus of concrete considering long-term effects |
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50 | (1) |
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Effective flexural stiffness of cross-section |
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50 | (1) |
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Elastic critical normal force |
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50 | (1) |
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Relative slenderness ratio |
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50 | (1) |
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Buckling reduction factor |
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51 | (1) |
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51 | (1) |
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52 | (2) |
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Check the resistance of steel-reinforced concrete column in combined compression and uniaxial bending |
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54 | (2) |
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Steel-reinforced concrete column with high-strength materials |
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56 | (7) |
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Design strengths and modulus |
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56 | (1) |
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Cross-sectional areas and second moments of area |
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56 | (1) |
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Check the steel contribution factor |
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56 | (1) |
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57 | (1) |
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Elastic modulus of concrete considering long-term effects |
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57 | (1) |
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Effective flexural stiffness of cross-section |
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57 | (1) |
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Elastic critical normal force |
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57 | (1) |
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Relative slenderness ratio |
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58 | (1) |
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Buckling reduction factor |
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58 | (1) |
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58 | (1) |
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59 | (2) |
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Check the resistance of steel-reinforced concrete column in combined compression and uniaxial bending |
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61 | (2) |
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Steel-reinforced concrete column with different degree of confinement |
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63 | (6) |
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63 | (1) |
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63 | (1) |
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High-strength steel and high-strength concrete |
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64 | (5) |
Appendix A Design resistance of shear connectors |
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69 | (4) |
Appendix B Design chart |
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73 | (4) |
Index |
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77 | |