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(and )Tj
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(G. )Tj
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(\(1995\). )Tj
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(loading." )Tj
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(543, )Tj
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(Cement )Tj
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(and )Tj
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(Association, )Tj
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(Wexham )Tj
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(Springs, )Tj
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(U.K. )Tj
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(Collins, )Tj
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(M. )Tj
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(P. )Tj
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(\(1978\). )Tj
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("Towards )Tj
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(a )Tj
0.0088 Tc 0.898 0 Td
(rational )Tj
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(theory )Tj
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(for )Tj
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(RC )Tj
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(members )Tj
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(in )Tj
0.042 Tc -29.19 -1.125 Td
(shear." )Tj
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(J. )Tj
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(Struct. )Tj
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(Div., )Tj
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(ASCE, )Tj
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(104\(4\),396-408. )Tj
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(Collins, )Tj
-0.0322 Tc 3.798 0 Td
(M. )Tj
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(P., )Tj
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(and )Tj
0.0139 Tc 1.99 0 Td
(Mitchell, )Tj
-0.035 Tc 8.0831 0 0 8.1 166.52 502.8 Tm
(D. )Tj
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(\(1980\). )Tj
0.046 Tc 3.578 0 Td
("Shear )Tj
0.01 Tc 3.386 0 Td
(and )Tj
0.0118 Tc 1.963 0 Td
(torsion )Tj
0.0133 Tc 3.341 0 Td
(design )Tj
0.05 Tc 8.3469 0 0 8.1 303.52 502.8 Tm
(of )Tj
0.0222 Tc 8.1 0 0 8.1 67.21 493.68 Tm
(prestressed )Tj
0.01 Tc 5.085 0 Td
(and )Tj
0.02 Tc 1.875 0 Td
(non-prestressed )Tj
0.015 Tc 6.954 0 Td
(concrete )Tj
0.05 Tc 8.1591 0 0 8.1 211.21 493.68 Tm
(beams." )Tj
/T1_2 1 Tf
-0.035 Tc 6.7844 0 0 7.5001 243.3 493.68 Tm
(J. )Tj
/T1_1 1 Tf
0.0041 Tc 8.2 0 0 8.2 252.3 493.68 Tm
(Prestressed )Tj
-0.0193 Tc 5.066 0 Td
(Con\255)Tj
0.0022 Tc -27.617 -1.111 Td
(crete )Tj
0.022 Tc 2.367 0 Td
(lnst., )Tj
/T1_0 1 Tf
0.0124 Tc 8.1 0 0 8.1 106.99 484.57 Tm
(25\(5\), )Tj
0.05 Tc 8.6071 0 0 8.1 130.46 484.57 Tm
(32-100. )Tj
0.0165 Tc 8.1 0 0 8.1 59.44 475.45 Tm
(Collins, )Tj
-0.0322 Tc 3.59 0 Td
(M. )Tj
-0.035 Tc 7.9122 0 0 8.1 100.29 475.45 Tm
(P., )Tj
0.01 Tc 8.1 0 0 8.1 110.8 475.45 Tm
(and )Tj
0.0139 Tc 1.783 0 Td
(Mitchell, )Tj
-0.035 Tc 8.0831 0 0 8.1 158.36 475.45 Tm
(D. )Tj
0.0159 Tc 8.1 0 0 8.1 168.63 475.45 Tm
(\(1981\). )Tj
0.0311 Tc 3.4 0 Td
("Discussion )Tj
0.05 Tc 8.3469 0 0 8.1 239.92 475.45 Tm
(of )Tj
0.0354 Tc 8.1 0 0 8.1 249.51 475.45 Tm
('Shear )Tj
0.01 Tc 2.905 0 Td
(and )Tj
0.0118 Tc 1.726 0 Td
(torsion )Tj
0.0193 Tc -27.148 -1.096 Td
(design )Tj
-0.0275 Tc 3.259 0 Td
(at )Tj
0.0192 Tc 1.196 0 Td
(prestressed )Tj
0.01 Tc 5.144 0 Td
(and )Tj
0.0157 Tc 1.994 0 Td
(non-prestressed )Tj
0.015 Tc 6.984 0 Td
(concrete )Tj
0.0293 Tc 3.981 0 Td
(beams.'" )Tj
/T1_2 1 Tf
-0.035 Tc 6.7844 0 0 7.5001 286.02 466.57 Tm
(J. )Tj
/T1_1 1 Tf
-0.0195 Tc 8.2 0 0 8.2 295.74 466.57 Tm
(Pre\255)Tj
0.0175 Tc -27.867 -1.112 Td
(stressed )Tj
0.0052 Tc 3.694 0 Td
(Concrete )Tj
-0.0022 Tc 4.098 0 Td
(Inst., )Tj
/T1_0 1 Tf
0.0065 Tc 8.1 0 0 8.1 151.15 457.45 Tm
(26\(6\), )Tj
0.05 Tc 8.5763 0 0 8.1 174.14 457.45 Tm
(96-118. )Tj
0.0165 Tc 8.1 0 0 8.1 58.96 448.33 Tm
(Collins, )Tj
-0.0322 Tc 3.709 0 Td
(M. )Tj
-0.035 Tc 7.665 0 0 8.1 101.73 448.33 Tm
(P., )Tj
0.01 Tc 8.1 0 0 8.1 112.96 448.33 Tm
(and )Tj
0.0139 Tc 1.901 0 Td
(Mitchell, )Tj
-0.035 Tc 8.0831 0 0 8.1 162.44 448.33 Tm
(D. )Tj
0.006 Tc 8.1 0 0 8.1 173.67 448.33 Tm
(\(1991\). )Tj
/T1_1 1 Tf
0.007 Tc 8.2 0 0 8.2 201.42 448.33 Tm
(Prestressed )Tj
0 Tc 5.078 0 Td
(concrete )Tj
-0.0027 Tc 3.874 0 Td
(structures. )Tj
/T1_0 1 Tf
0.0173 Tc 8.1 0 0 8.1 67.16 439.45 Tm
(Prentice )Tj
0.0068 Tc 3.793 0 Td
(Hall, )Tj
0.0289 Tc 2.4 0 Td
(Englewood )Tj
0.0075 Tc 5.151 0 Td
(Cliffs, )Tj
-0.0136 Tc 3.007 0 Td
(N.J. )Tj
0.0165 Tc -15.363 -1.126 Td
(Collins, )Tj
-0.0025 Tc 3.649 0 Td
(M. )Tj
-0.035 Tc 7.665 0 0 8.1 101.01 430.33 Tm
(P., )Tj
0.0139 Tc 8.1 0 0 8.1 112.04 430.33 Tm
(Mitchell, )Tj
0.0047 Tc 4.148 0 Td
(D., )Tj
0.0123 Tc 1.544 0 Td
(Adebar, )Tj
-0.035 Tc 7.665 0 0 8.1 187.65 430.33 Tm
(P., )Tj
0.01 Tc 8.1 0 0 8.1 198.4 430.33 Tm
(and )Tj
-0.0023 Tc 1.785 0 Td
(Vecchio, )Tj
-0.035 Tc 7.3224 0 0 7.9001 244.77 430.33 Tm
(F. )Tj
8.0557 0 0 8.1 253.4 430.33 Tm
(J. )Tj
0.006 Tc 8.1 0 0 8.1 261.51 430.33 Tm
(\(1996\). )Tj
0.0452 Tc 3.4 0 Td
("Gen\255)Tj
0.0116 Tc -27.43 -1.126 Td
(eral )Tj
0.0201 Tc 1.953 0 Td
(shear )Tj
0.0193 Tc 2.552 0 Td
(design )Tj
0.0457 Tc 3.119 0 Td
(method." )Tj
/T1_1 1 Tf
0.05 Tc 8.3088 0 0 8.2 164.53 421.21 Tm
(ACI )Tj
0.0124 Tc 8.2 0 0 8.2 181.19 421.21 Tm
(Struct )Tj
/T1_2 1 Tf
-0.0287 Tc 7.7 0 0 7.7 203.93 421.21 Tm
(J., )Tj
/T1_0 1 Tf
0.0077 Tc 8.1 0 0 8.1 215.19 421.21 Tm
(93\(1\), )Tj
0.05 Tc 8.6693 0 0 8.1 238.46 421.21 Tm
(36-45. )Tj
/T1_1 1 Tf
0.0184 Tc 8.2 0 0 8.2 58.64 412.08 Tm
(Design )Tj
0.05 Tc 9.518 0 0 8.2 85.84 412.08 Tm
(of )Tj
0.0083 Tc 8.2 0 0 8.2 95.7 412.08 Tm
(concrete )Tj
0.0003 Tc 3.874 0 Td
(structures, )Tj
0.0314 Tc 4.713 0 Td
(part )Tj
-0.035 Tc 7.245 0 0 8.2 183.43 412.08 Tm
(I: )Tj
0.0089 Tc 8.2 0 0 8.2 192.07 412.08 Tm
(General )Tj
-0.0016 Tc 3.732 0 Td
(rules )Tj
0.03 Tc 2.371 0 Td
(and )Tj
-0.0089 Tc 1.932 0 Td
(rules )Tj
0.0496 Tc 2.254 0 Td
(for )Tj
0.0009 Tc 1.667 0 Td
(build\255)Tj
-27.195 -1.082 Td
(ings. )Tj
/T1_0 1 Tf
0.011 Tc 8.1 0 0 8.1 86.31 403.21 Tm
(\(1991\). )Tj
/T1_1 1 Tf
0.0076 Tc 8.2 0 0 8.2 114.06 403.21 Tm
(Eurocode )Tj
0.05 Tc 8.591 0 0 8.2 149.6 403.21 Tm
(No.2. )Tj
0.0184 Tc 8.2 0 0 8.2 58.64 394.08 Tm
(Design )Tj
0.0061 Tc 3.384 0 Td
(Specification )Tj
0.05 Tc 9.518 0 0 8.2 133.6 394.08 Tm
(of )Tj
0.001 Tc 8.2 0 0 8.2 143.84 394.08 Tm
(Concrete )Tj
-0.0007 Tc 4.145 0 Td
(Structures. )Tj
/T1_0 1 Tf
0.006 Tc 8.1 0 0 8.1 217.83 394.08 Tm
(\(1986\). )Tj
0.0111 Tc 3.414 0 Td
(Japan )Tj
0.0014 Tc 2.772 0 Td
(Soc. )Tj
0.05 Tc 8.3469 0 0 8.1 285.76 394.08 Tm
(of )Tj
-0.0139 Tc 8.1 0 0 8.1 296.08 394.08 Tm
(Civ. )Tj
0.0141 Tc -28.291 -1.095 Td
(Engrs., )Tj
0.0214 Tc 3.343 0 Td
(Concrete )Tj
0.0215 Tc 4.119 0 Td
(Committee, )Tj
0.02 Tc 5.274 0 Td
(Giho-do )Tj
-0.0009 Tc 3.852 0 Td
(Co. )Tj
0.0054 Tc 1.842 0 Td
(Ltd., )Tj
0.0002 Tc 2.278 0 Td
(Tokyo, )Tj
0.0063 Tc 3.263 0 Td
(Japan. )Tj
0.0056 Tc -24.948 -1.096 Td
(Hsu, )Tj
-0.035 Tc 7.4208 0 0 8.1 76.74 376.33 Tm
(T. )Tj
7.1239 0 0 8.6 85.62 376.33 Tm
(T. )Tj
-0.0055 Tc 8.1 0 0 8.1 94.24 376.33 Tm
(C. )Tj
0.011 Tc 1.243 0 Td
(\(1988\). )Tj
0.0358 Tc 3.4 0 Td
("Softened )Tj
0.0101 Tc 4.549 0 Td
(truss )Tj
0.0065 Tc 2.252 0 Td
(model )Tj
0.0114 Tc 2.844 0 Td
(theory )Tj
0 Tc 2.895 0 Td
(for )Tj
0.0201 Tc 1.479 0 Td
(shear )Tj
0.01 Tc 2.433 0 Td
(and )Tj
0.034 Tc 1.726 0 Td
(torsion." )Tj
/T1_1 1 Tf
0.05 Tc 8.8823 0 0 8.2 66.38 367.21 Tm
(ACl )Tj
-0.0069 Tc 8.2 0 0 8.2 83.51 367.21 Tm
(Struct. )Tj
/T1_2 1 Tf
-0.0132 Tc 7.7 0 0 7.7 108.41 367.21 Tm
(J., )Tj
/T1_0 1 Tf
0.0097 Tc 8.1 0 0 8.1 119.86 367.21 Tm
(85\(6\), )Tj
0.05 Tc 8.4741 0 0 8.1 142.94 367.21 Tm
(624-635. )Tj
0.0056 Tc 8.1 0 0 8.1 59 358.08 Tm
(Hsu, )Tj
-0.035 Tc 7.7176 0 0 8.1 77.45 358.08 Tm
(T. )Tj
7.4208 0 0 8.1 87.3 358.08 Tm
(T. )Tj
-0.0055 Tc 8.1 0 0 8.1 97.12 358.08 Tm
(C. )Tj
0.011 Tc 1.362 0 Td
(\(1993\). )Tj
/T1_1 1 Tf
-0.006 Tc 8.2 0 0 8.2 136.54 358.08 Tm
(Unified )Tj
0.0059 Tc 3.415 0 Td
(theory )Tj
0.05 Tc 9.518 0 0 8.2 189.04 358.08 Tm
(of )Tj
0.0061 Tc 8.2 0 0 8.2 198.91 358.08 Tm
(reinforced )Tj
0.0017 Tc 4.565 0 Td
(concrete. )Tj
/T1_0 1 Tf
0.034 Tc 8.1 0 0 8.1 270.16 358.08 Tm
(CRC )Tj
0.0051 Tc 2.464 0 Td
(Press, )Tj
0.0343 Tc -27.585 -1.126 Td
(Boca )Tj
0.0125 Tc 2.519 0 Td
(Raton, )Tj
0.0008 Tc 3.142 0 Td
(Fla. )Tj
0.0056 Tc -6.638 -1.096 Td
(Hsu, )Tj
-0.035 Tc 7.4208 0 0 8.1 76.98 340.08 Tm
[(T. )-223(T. )]TJ
0.0204 Tc 8.1 0 0 8.1 95.44 340.08 Tm
(C., )Tj
0.01 Tc 1.6 0 Td
(and )Tj
0.0167 Tc 1.814 0 Td
(Zhang, )Tj
0.0026 Tc 3.288 0 Td
(L.-X. )Tj
0.011 Tc 2.572 0 Td
(\(1996\). )Tj
0.0292 Tc 3.43 0 Td
("Tension )Tj
0.0086 Tc 4.183 0 Td
(stiffening )Tj
-0.035 Tc 7.9356 0 0 8.1 266.58 340.08 Tm
(in )Tj
0.0147 Tc 8.1 0 0 8.1 275.27 340.08 Tm
(reinforced )Tj
0.0234 Tc -25.757 -1.126 Td
(concrete )Tj
0.0206 Tc 3.948 0 Td
(membrane )Tj
0.0417 Tc 4.762 0 Td
(elements." )Tj
/T1_1 1 Tf
0.0467 Tc 8.2 0 0 8.2 177.73 330.96 Tm
(ACI )Tj
-0.0069 Tc 2.032 0 Td
(Struct. )Tj
/T1_2 1 Tf
-0.0085 Tc 7.4001 0 0 7.4001 219.29 330.96 Tm
(J., )Tj
/T1_0 1 Tf
0.0077 Tc 8.1 0 0 8.1 230.31 330.96 Tm
(93\(1\), )Tj
0.05 Tc 8.3282 0 0 8.1 254.11 330.96 Tm
(108-115. )Tj
0.0116 Tc 8.1 0 0 8.1 58.74 322.33 Tm
(Iguro, )Tj
0.0071 Tc 2.788 0 Td
(M., )Tj
0.0199 Tc 1.735 0 Td
(Shioya, )Tj
-0.035 Tc 7.9723 0 0 8.1 123.29 322.33 Tm
(T., )Tj
0.0051 Tc 8.1 0 0 8.1 134.68 322.33 Tm
(Nojiri, )Tj
-0.035 Tc 7.5481 0 0 7.9001 158.62 322.33 Tm
(Y., )Tj
0.01 Tc 8.1 0 0 8.1 170.08 322.33 Tm
(and )Tj
0.0156 Tc 1.727 0 Td
(Akiayama, )Tj
-0.035 Tc 7.7767 0 0 8.1 223.17 322.33 Tm
(H. )Tj
0.006 Tc 8.1 0 0 8.1 233.19 322.33 Tm
(\(1985\). )Tj
0.0271 Tc 3.311 0 Td
("Experimental )Tj
0.0207 Tc -23.877 -1.157 Td
(studies )Tj
0.0278 Tc 3.233 0 Td
(on )Tj
0.0275 Tc 1.359 0 Td
(shear )Tj
0.0136 Tc 2.548 0 Td
(strength )Tj
0.05 Tc 8.3469 0 0 8.1 154.24 312.96 Tm
(of )Tj
0.0085 Tc 8.1 0 0 8.1 163.85 312.96 Tm
(large )Tj
0.018 Tc 2.348 0 Td
(reinforced )Tj
0.015 Tc 4.584 0 Td
(concrete )Tj
0.0163 Tc 3.833 0 Td
[(beams )-29(under )]TJ
-0.0031 Tc 5.569 0 Td
(uni\255)Tj
0.0151 Tc -28.337 -1.125 Td
(formly )Tj
0.018 Tc 3.379 0 Td
(distributed )Tj
0.05 Tc 8.1753 0 0 8.1 134.57 303.85 Tm
(load." )Tj
/T1_1 1 Tf
0.001 Tc 8.2 0 0 8.2 161.12 303.85 Tm
(Concrete )Tj
0.0081 Tc 4.244 0 Td
(Library )Tj
-0.0079 Tc 3.6 0 Td
(Int., )Tj
/T1_0 1 Tf
0.0111 Tc 8.1 0 0 8.1 243.08 303.85 Tm
(Japan )Tj
-0.0085 Tc 2.86 0 Td
(Soc. )Tj
0.05 Tc 8.3469 0 0 8.1 284.8 303.85 Tm
(of )Tj
-0.0139 Tc 8.1 0 0 8.1 295.84 303.85 Tm
(Civ. )Tj
0.0141 Tc -28.321 -1.126 Td
(Engrs., )Tj
0.05 Tc 8.9181 0 0 8.1 93.88 294.73 Tm
(No.5, )Tj
8.6254 0 0 8.1 119.7 294.73 Tm
(137-154 )Tj
0.0142 Tc 8.1 0 0 8.1 154.47 294.73 Tm
[(\(English )-153(translation )]TJ
0.05 Tc 8.3469 0 0 8.1 225.28 294.73 Tm
(of )Tj
-0.0009 Tc 8.1 0 0 8.1 236.12 294.73 Tm
(1984 )Tj
0.0061 Tc 2.395 0 Td
(article )Tj
-0.035 Tc 7.9356 0 0 8.1 279.78 294.73 Tm
(in )Tj
/T1_1 1 Tf
-0.0222 Tc 8.2 0 0 8.2 289.5 294.73 Tm
(Proc., )Tj
0.0053 Tc -27.216 -1.112 Td
(JSCE\). )Tj
/T1_0 1 Tf
0.0081 Tc 8.1 0 0 8.1 58.76 276.96 Tm
(Kani, )Tj
-0.0088 Tc 2.721 0 Td
(G. )Tj
-0.0239 Tc 1.467 0 Td
(N. )Tj
-0.035 Tc 7.653 0 0 8.1 104.84 276.96 Tm
(J. )Tj
0.006 Tc 8.1 0 0 8.1 113.91 276.96 Tm
(\(1967\). )Tj
0.0396 Tc 3.578 0 Td
("Basic )Tj
-0.002 Tc 3.326 0 Td
(facts )Tj
0.0193 Tc 2.401 0 Td
(concerning )Tj
0.0201 Tc 5.093 0 Td
(shear )Tj
0.0303 Tc 2.61 0 Td
(failure." )Tj
/T1_1 1 Tf
0.05 Tc 8.3088 0 0 8.2 284.53 276.96 Tm
(ACI )Tj
/T1_2 1 Tf
-0.0287 Tc 7.7 0 0 7.7 301.37 276.96 Tm
(J., )Tj
/T1_0 1 Tf
0.05 Tc 8.5503 0 0 8.1 66.37 267.85 Tm
(64\(3\),128-141. )Tj
0.0107 Tc 8.1 0 0 8.1 58.76 258.96 Tm
(Khorasgany, )Tj
-0.0322 Tc 5.719 0 Td
(M. )Tj
-0.0088 Tc 1.625 0 Td
(G. )Tj
0.011 Tc 1.48 0 Td
(\(1994\). )Tj
0.0483 Tc 3.578 0 Td
("Size )Tj
0.0177 Tc 2.793 0 Td
(effect )Tj
-0.0201 Tc 2.817 0 Td
(in )Tj
-0.0014 Tc 1.251 0 Td
(the )Tj
0.0201 Tc 1.707 0 Td
(shear )Tj
0.0069 Tc 2.61 0 Td
(failure )Tj
0.05 Tc 8.3469 0 0 8.1 275.2 258.96 Tm
(of )Tj
0.0095 Tc 8.1 0 0 8.1 285.83 258.96 Tm
(normal )Tj
0.01 Tc -27.06 -1.125 Td
(and )Tj
0.0114 Tc 1.994 0 Td
(high )Tj
0.0136 Tc 2.358 0 Td
(strength )Tj
0.0147 Tc 3.835 0 Td
(reinforced )Tj
0.0192 Tc 4.762 0 Td
(concrete )Tj
0.0493 Tc 4.011 0 Td
(beams." )Tj
0.0076 Tc 4.083 0 Td
(PhD )Tj
0.0042 Tc 2.284 0 Td
(thesis, )Tj
-0.0128 Tc 3.083 0 Td
(Univ. )Tj
0.05 Tc 8.3469 0 0 8.1 302.56 249.85 Tm
(of )Tj
0.0147 Tc 8.1 0 0 8.1 66.44 240.73 Tm
(Missouri, )Tj
0.0197 Tc 4.321 0 Td
(Columbia. )Tj
0.0004 Tc -5.269 -1.126 Td
(Kupfer, )Tj
-0.035 Tc 8.0359 0 0 8.1 87.08 231.61 Tm
(H. )Tj
0.006 Tc 8.1 0 0 8.1 97.83 231.61 Tm
(\(1964\). )Tj
0.0347 Tc 3.43 0 Td
("Erweiterung )Tj
0.0035 Tc 6.053 0 Td
(der )Tj
0.016 Tc 1.635 0 Td
(Morch-schen )Tj
0.0166 Tc 5.749 0 Td
(Fachwerkanalogie )Tj
0.033 Tc 7.853 0 Td
(mit )Tj
0.0083 Tc -28.595 -1.096 Td
(Hilfe )Tj
0.02 Tc 2.514 0 Td
(des )Tj
0.0169 Tc 1.842 0 Td
(Prinzips )Tj
0.018 Tc 3.854 0 Td
(vom )Tj
0.0269 Tc 2.249 0 Td
(Minimum )Tj
0.0332 Tc 4.558 0 Td
(der )Tj
0.0265 Tc 1.754 0 Td
(Formanderungsarbeit." )Tj
0.0486 Tc 10.185 0 Td
(\("Gen\255)Tj
0.0192 Tc -26.993 -1.126 Td
(eralization )Tj
0.05 Tc 8.3469 0 0 8.1 105.28 213.61 Tm
(of )Tj
0.0342 Tc 8.1 0 0 8.1 115.4 213.61 Tm
(Morsch's )Tj
0.0101 Tc 4.299 0 Td
(truss )Tj
0.0129 Tc 2.363 0 Td
(analogy )Tj
0.0068 Tc 3.684 0 Td
(using )Tj
-0.0014 Tc 2.635 0 Td
(the )Tj
0.0129 Tc 1.633 0 Td
(principle )Tj
0.05 Tc 8.3469 0 0 8.1 266.56 213.61 Tm
(of )Tj
0.0199 Tc 8.1 0 0 8.1 276.7 213.61 Tm
(minimum )Tj
0.0175 Tc -25.967 -1.067 Td
(strain )Tj
0.0424 Tc 2.64 0 Td
(energy."\) )Tj
/T1_1 1 Tf
-0.0104 Tc 8.2 0 0 8.2 123.66 204.97 Tm
(Bull. )Tj
0.0193 Tc 2.3 0 Td
(d'Information )Tj
-0.035 Tc 7.9854 0 0 8.2 192.55 204.97 Tm
(No. )Tj
-0.0037 Tc 8.2 0 0 8.2 207.05 204.97 Tm
(40, )Tj
/T1_0 1 Tf
0.0208 Tc 8.1 0 0 8.1 220.24 204.97 Tm
(Comite )Tj
0.0146 Tc 3.353 0 Td
(Euro-International )Tj
-0.0132 Tc -22.375 -1.126 Td
(du )Tj
0.0164 Tc 1.427 0 Td
(Beton, )Tj
0.0098 Tc 3.141 0 Td
(Paris, )Tj
0.05 Tc 8.8583 0 0 8.1 124.76 195.85 Tm
(44-52. )Tj
0.0178 Tc 8.1 0 0 8.1 58.28 187.21 Tm
(Leonhardt, )Tj
-0.035 Tc 7.6408 0 0 7.9001 98.61 187.21 Tm
(F. )Tj
0.0159 Tc 8.1 0 0 8.1 108.15 187.21 Tm
(\(1977\). )Tj
0.0486 Tc 3.548 0 Td
("Schub )Tj
0.0022 Tc 3.575 0 Td
(bei )Tj
0.0196 Tc 1.699 0 Td
(Stahlbeton )Tj
0.0059 Tc 4.878 0 Td
(und )Tj
0.05 Tc 8.4913 0 0 8.1 234.81 187.21 Tm
(Spannbeton-Grund\255)Tj
0.0112 Tc 8.1 0 0 8.1 66.41 178.09 Tm
(lagen )Tj
0.0332 Tc 2.606 0 Td
(der )Tj
0.0168 Tc 1.727 0 Td
(neueren )Tj
0.0113 Tc 3.657 0 Td
(Schubbemessung." )Tj
/T1_1 1 Tf
0.0058 Tc 8.2 0 0 8.2 200.46 178.09 Tm
(Beton-)Tj
0.0181 Tc 3.116 0 Td
(und )Tj
0.0064 Tc 1.851 0 Td
(Stahlbetonbau, )Tj
/T1_0 1 Tf
0.0081 Tc 8.1 0 0 8.1 294.44 178.09 Tm
(Ber\255)Tj
0.005 Tc -28.181 -1.096 Td
(lin, )Tj
0.0152 Tc 1.717 0 Td
(Germany, )Tj
0.0169 Tc 4.473 0 Td
(72\(11\), )Tj
0.05 Tc 8.5665 0 0 8.1 144.19 169.21 Tm
(270-277 )Tj
0.0026 Tc 8.1 0 0 8.1 178.71 169.21 Tm
(\(in )Tj
0.0179 Tc 1.483 0 Td
(German\). )Tj
0.0211 Tc -16.38 -1.067 Td
(Leonhardt, )Tj
-0.035 Tc 7.3224 0 0 7.9001 98.61 160.57 Tm
(F. )Tj
0.011 Tc 8.1 0 0 8.1 108.15 160.57 Tm
(\(1977\). )Tj
0.0486 Tc 3.548 0 Td
("Schub )Tj
0.0022 Tc 3.575 0 Td
(bei )Tj
0.0163 Tc 1.699 0 Td
(Stahlbeton )Tj
0.0059 Tc 4.878 0 Td
(und )Tj
0.05 Tc 8.4637 0 0 8.1 235.05 160.57 Tm
(Spannbeton-Grund\255)Tj
0.0186 Tc 8.1 0 0 8.1 66.17 151.45 Tm
(lagen )Tj
0.0332 Tc 2.991 0 Td
(der )Tj
0.0168 Tc 2.083 0 Td
(neueren )Tj
0.035 Tc 4.042 0 Td
(Schubbemessung." )Tj
/T1_1 1 Tf
0 Tc 8.2 0 0 8.2 212.22 151.45 Tm
(Beton-)Tj
0.0181 Tc 3.438 0 Td
(und )Tj
0.0064 Tc 2.202 0 Td
(Stahlbetonbau, )Tj
/T1_0 1 Tf
0.0169 Tc 8.1 0 0 8.1 65.91 142.81 Tm
(72\(12\), )Tj
0.05 Tc 8.6329 0 0 8.1 94.03 142.81 Tm
(295-392 )Tj
0.005 Tc 8.1 0 0 8.1 128.55 142.81 Tm
(\(Figs. )Tj
0.05 Tc 8.6329 0 0 8.1 150.91 142.81 Tm
(24-26\). )Tj
/T1_3 1 Tf
8.2653 0 0 7.5001 57.82 58.81 Tm
(1288/ )Tj
7.5412 0 0 7.5001 81.78 58.81 Tm
(JOURNAL )Tj
7.8346 0 0 7.5001 121.33 58.81 Tm
(OF )Tj
0.0374 Tc 7.5001 0 0 7.5001 135.67 58.81 Tm
(ENGINEERING )Tj
0.0401 Tc 7.777 0 Td
(MECHANICS )Tj
0 Tc 6.615 0 Td
(/ )Tj
0.0332 Tc 0.648 0 Td
(DECEMBER )Tj
0.0345 Tc 6.295 0 Td
(1997 )Tj
/T1_0 1 Tf
0.0145 Tc 8.1 0 0 8.1 335.72 779.53 Tm
(Leonhardt, )Tj
-0.0334 Tc 7.9001 0 0 7.9001 376.53 779.53 Tm
(F., )Tj
0.01 Tc 8.1 0 0 8.1 388.96 779.53 Tm
(and )Tj
0.001 Tc 1.962 0 Td
(Walther, )Tj
-0.035 Tc 7.9208 0 0 8 437.48 779.53 Tm
(R. )Tj
0.011 Tc 8.1 0 0 8.1 449.19 779.53 Tm
(\(1962\). )Tj
0.0348 Tc 3.637 0 Td
("Beitrage )Tj
0.034 Tc 4.577 0 Td
(zur )Tj
0.0288 Tc 1.837 0 Td
(Behandlung )Tj
0.0332 Tc 5.595 0 Td
(der )Tj
0.0185 Tc -28.69 -1.126 Td
(Schubprobleme )Tj
0.0095 Tc 6.884 0 Td
(in )Tj
0.0318 Tc 1.175 0 Td
(Stahlbetonbau." )Tj
/T1_1 1 Tf
0.0058 Tc 8.2 0 0 8.2 467.82 770.41 Tm
(Beton-)Tj
0.0327 Tc 3.116 0 Td
(und )Tj
0.0131 Tc 1.91 0 Td
(Stahlbetonbau, )Tj
/T1_0 1 Tf
0.02 Tc 8.1 0 0 8.1 563.24 770.41 Tm
(Berlin, )Tj
0.0067 Tc -27.146 -1.067 Td
(Germany, )Tj
0.0155 Tc 4.411 0 Td
(57\(3\), )Tj
0.05 Tc 8.7467 0 0 8.1 402.36 761.77 Tm
(54-64. )Tj
0.0145 Tc 8.1 0 0 8.1 335.48 752.89 Tm
(Leonhardt, )Tj
-0.0041 Tc 5.037 0 Td
(R., )Tj
0.01 Tc 1.684 0 Td
(and )Tj
-0.0032 Tc 1.962 0 Td
(Walther, )Tj
-0.035 Tc 7.9208 0 0 8.1 438.2 752.89 Tm
(R. )Tj
0.011 Tc 8.1 0 0 8.1 449.67 752.89 Tm
(\(1962\). )Tj
0.0348 Tc 3.607 0 Td
("Beitrage )Tj
0.034 Tc 4.577 0 Td
(zur )Tj
0.0288 Tc 1.807 0 Td
(Behandlung )Tj
0.0332 Tc 5.565 0 Td
(der )Tj
0.0185 Tc -28.69 -1.126 Td
(Schubprobleme )Tj
0.0095 Tc 6.884 0 Td
(in )Tj
0.034 Tc 1.175 0 Td
(Stahlbetonbau." )Tj
/T1_1 1 Tf
0.0117 Tc 8.2 0 0 8.2 467.58 743.77 Tm
(Beton-)Tj
/T1_2 1 Tf
0.0336 Tc 7.4001 0 0 7.4001 493.07 743.77 Tm
(und )Tj
/T1_1 1 Tf
0.0131 Tc 8.2 0 0 8.2 508.79 743.77 Tm
(Stahlbetonbau, )Tj
/T1_0 1 Tf
0.02 Tc 8.1 0 0 8.1 563 743.77 Tm
(Berlin, )Tj
0.011 Tc -27.146 -1.067 Td
(Germany, )Tj
0.0096 Tc 4.441 0 Td
(57\(6\), )Tj
0.05 Tc 8.558 0 0 8.1 402.66 735.13 Tm
(141-149 )Tj
0.0174 Tc 8.1 0 0 8.1 436.71 735.13 Tm
(\(in )Tj
0.0179 Tc 1.512 0 Td
(German\). )Tj
0.012 Tc -14.01 -1.127 Td
(Marti, )Tj
-0.035 Tc 7.305 0 0 8.1 359.01 726 Tm
(P. )Tj
0.006 Tc 8.1 0 0 8.1 367.83 726 Tm
(\(1980\). )Tj
0.05 Tc 8.3171 0 0 8.1 395.84 726 Tm
("Zur )Tj
0.0164 Tc 8.1 0 0 8.1 415.21 726 Tm
(plastischen )Tj
0.0256 Tc 4.972 0 Td
(Berechnung )Tj
0.0083 Tc 5.425 0 Td
(von )Tj
0.037 Tc 1.91 0 Td
(Stahlbeton." )Tj
/T1_1 1 Tf
0.0223 Tc 8.2 0 0 8.2 561.42 726 Tm
(Bericht )Tj
-0.035 Tc 7.3613 0 0 8.2 343.03 717.13 Tm
(Nr. )Tj
-0.0227 Tc 8.2 0 0 8.2 356.49 717.13 Tm
(104, )Tj
/T1_0 1 Tf
0.0112 Tc 8.1 0 0 8.1 373.38 717.13 Tm
(Institute )Tj
-0.0081 Tc 3.73 0 Td
(fiir )Tj
0.0201 Tc 1.577 0 Td
(Baustatik )Tj
0.0207 Tc 4.272 0 Td
(und )Tj
0.0163 Tc 1.921 0 Td
(Konstruktion, )Tj
-0.0025 Tc 6.074 0 Td
(E.T.H. )Tj
0.0096 Tc 3.053 0 Td
(Ziirich, )Tj
0.0155 Tc 3.393 0 Td
(Swit\255)Tj
0.0206 Tc -27.749 -1.098 Td
(zerland )Tj
0.0026 Tc 3.431 0 Td
(\(in )Tj
0.0136 Tc 1.483 0 Td
(German\). )Tj
0.0061 Tc -5.862 -1.096 Td
(Marti, )Tj
-0.035 Tc 6.9874 0 0 8.1 358.53 699.36 Tm
(P. )Tj
0.0096 Tc 8.1 0 0 8.1 366.87 699.36 Tm
(\(1985a\). )Tj
0.0396 Tc 3.844 0 Td
("Basic )Tj
0.0111 Tc (tools )Tj
0.05 Tc 8.6251 0 0 8.1 442.24 699.36 Tm
(of )Tj
0.018 Tc 8.1 0 0 8.1 451.67 699.36 Tm
(reinforced )Tj
0.0192 Tc 4.584 0 Td
(concrete )Tj
0.0328 Tc 3.833 0 Td
(beam )Tj
0.0467 Tc 2.537 0 Td
(design." )Tj
/T1_1 1 Tf
0.05 Tc 8.4496 0 0 8.2 572.29 699.36 Tm
(ACI )Tj
/T1_2 1 Tf
-0.0287 Tc 7.7 0 0 7.7 342.65 690.72 Tm
(J., )Tj
/T1_0 1 Tf
0.05 Tc 8.5747 0 0 8.1 354.09 690.72 Tm
(82\(1\),46-56. )Tj
0.0102 Tc 8.1 0 0 8.1 335.24 681.36 Tm
(Mari, )Tj
-0.035 Tc 6.6698 0 0 8.1 356.85 681.36 Tm
(P. )Tj
0.0011 Tc 8.1 0 0 8.1 365.67 681.36 Tm
(\(185b\). )Tj
0.0396 Tc 3.43 0 Td
("Basic )Tj
0.0111 Tc 3.246 0 Td
(tools )Tj
0.05 Tc 8.6251 0 0 8.1 438.88 681.36 Tm
(of )Tj
0.018 Tc 8.1 0 0 8.1 449.03 681.36 Tm
(reinforced )Tj
0.0192 Tc 4.673 0 Td
(concrete )Tj
0.0328 Tc 3.893 0 Td
(beam )Tj
0.0425 Tc 2.626 0 Td
(design." )Tj
/T1_1 1 Tf
0.05 Tc 8.7367 0 0 8.2 572.05 681.36 Tm
(ACl )Tj
/T1_2 1 Tf
0.0077 Tc 7.4001 0 0 7.4001 342.41 672.97 Tm
(J., )Tj
/T1_0 1 Tf
0.0038 Tc 8.1 0 0 8.1 353.86 672.97 Tm
(82\(1\), )Tj
0.05 Tc 8.688 0 0 8.1 376.76 672.97 Tm
(46-56. )Tj
/T1_1 1 Tf
0.0105 Tc 8.2 0 0 8.2 334.89 663.85 Tm
(Model )Tj
-0.017 Tc 3.072 0 Td
(Code )Tj
0.0111 Tc 2.577 0 Td
(1990 )Tj
-0.0004 Tc 2.399 0 Td
(\(MC90\). )Tj
/T1_0 1 Tf
0.006 Tc 8.1 0 0 8.1 433.11 663.85 Tm
(\(1993\). )Tj
0.0074 Tc 3.438 0 Td
(CEB-FIP, )Tj
0.0232 Tc 4.446 0 Td
(Thomas )Tj
0.0085 Tc 3.733 0 Td
(Telford, )Tj
0.0248 Tc 3.707 0 Td
(London, )Tj
0.0056 Tc -26.456 -1.127 Td
(U.K. )Tj
0.0141 Tc -1.011 -1.095 Td
(Morsch, )Tj
-0.0175 Tc 3.793 0 Td
(E. )Tj
0.006 Tc 1.238 0 Td
(\(1922\). )Tj
/T1_1 1 Tf
0.0407 Tc 8.2 0 0 8.2 402.56 645.85 Tm
(Der )Tj
0.05 Tc 8.3441 0 0 8.2 418.38 645.85 Tm
(Eisenbetonbau-Seine )Tj
-0.002 Tc 8.2 0 0 8.2 499.75 645.85 Tm
(Theorie )Tj
0.0327 Tc 3.495 0 Td
(und )Tj
0.0143 Tc 1.81 0 Td
(Anwendung. )Tj
0.0073 Tc -24.445 -1.054 Td
(\(Reinforced )Tj
0.0042 Tc 5.163 0 Td
(concrete )Tj
0.05 Tc 8.3843 0 0 8.2 416.34 637.21 Tm
(construction-Theory )Tj
0.0447 Tc 8.2 0 0 8.2 494.83 637.21 Tm
(and )Tj
0.0119 Tc 1.902 0 Td
(application.\) )Tj
/T1_0 1 Tf
0.0057 Tc 8.1 0 0 8.1 556.53 637.21 Tm
(Wittwer, )Tj
0.0119 Tc -26.385 -1.096 Td
(Stuttgart, )Tj
0.0067 Tc 4.186 0 Td
(Germany, )Tj
0.0156 Tc 4.411 0 Td
(5th )Tj
0.0207 Tc 1.668 0 Td
(Ed., )Tj
-0.035 Tc 8.0617 0 0 8.1 442.54 628.33 Tm
(Vol. )Tj
0.05 Tc 8.5396 0 0 8.1 459.78 628.33 Tm
(I, )Tj
0.0317 Tc 8.1 0 0 8.1 468.2 628.33 Tm
(Part )Tj
0 Tc 2.133 0 Td
(1 )Tj
0.0158 Tc 0.823 0 Td
(\(1920\) )Tj
0.0248 Tc 3.142 0 Td
(and )Tj
0.0317 Tc 1.872 0 Td
(Part )Tj
0 Tc 2.043 0 Td
(2 )Tj
0.011 Tc 0.884 0 Td
(\(1922\). )Tj
-27.362 -1.096 Td
(Nielsen, )Tj
-0.0025 Tc 3.812 0 Td
(M. )Tj
-0.035 Tc 7.665 0 0 8.1 378.69 619.45 Tm
(P., )Tj
0.01 Tc 8.1 0 0 8.1 389.92 619.45 Tm
(and )Tj
0.0171 Tc 1.901 0 Td
(Braestrup, )Tj
-0.035 Tc 7.9398 0 0 8.1 443.8 619.45 Tm
(N. )Tj
7.5044 0 0 8.1 455.26 619.45 Tm
(W. )Tj
0.011 Tc 8.1 0 0 8.1 467.67 619.45 Tm
(\(1975\). )Tj
0.0368 Tc 3.548 0 Td
("Plastic )Tj
0.0201 Tc 3.768 0 Td
(shear )Tj
0.0178 Tc 2.607 0 Td
(strength )Tj
0.05 Tc 8.3469 0 0 8.1 578.56 619.45 Tm
(of )Tj
0.018 Tc 8.1 0 0 8.1 342.47 610.57 Tm
(reinforced )Tj
0.015 Tc 4.643 0 Td
(concrete )Tj
0.0493 Tc 3.893 0 Td
(beams." )Tj
/T1_1 1 Tf
-0.035 Tc 8.0443 0 0 8.2 443.84 610.57 Tm
(Tech. )Tj
-0.0244 Tc 8.2 0 0 8.2 464.46 610.57 Tm
(Rep. )Tj
0.05 Tc 8.7908 0 0 8.2 482.24 610.57 Tm
(No.3, )Tj
/T1_0 1 Tf
0.0184 Tc 8.1 0 0 8.1 506.6 610.57 Tm
(Bygningsstatiske )Tj
0.0127 Tc 7.496 0 Td
(Med\255)Tj
0.004 Tc -27.738 -1.126 Td
(delesler, )Tj
-0.035 Tc 7.9151 0 0 8.1 373.42 601.45 Tm
(Vol. )Tj
0.0197 Tc 8.1 0 0 8.1 389.49 601.45 Tm
(46. )Tj
0.0162 Tc -6.791 -1.096 Td
(Okamura, )Tj
-0.0128 Tc 4.509 0 Td
(H., )Tj
0.01 Tc 1.625 0 Td
(and )Tj
0.0206 Tc 1.842 0 Td
(Maekawa, )Tj
-0.035 Tc 7.7018 0 0 8.1 437.25 592.57 Tm
(K. )Tj
0.011 Tc 8.1 0 0 8.1 447.99 592.57 Tm
(\(1994\). )Tj
0.032 Tc 3.489 0 Td
("Experimental )Tj
0.013 Tc 6.553 0 Td
(study )Tj
0.05 Tc 8.6251 0 0 8.1 550.24 592.57 Tm
(of )Tj
0.0145 Tc 8.1 0 0 8.1 560.29 592.57 Tm
(size )Tj
0.0035 Tc 1.958 0 Td
(ef\255)Tj
0.0184 Tc -28.859 -1.126 Td
(fect )Tj
0.0095 Tc 1.958 0 Td
(in )Tj
0.015 Tc 1.184 0 Td
(concrete )Tj
0.0311 Tc 3.907 0 Td
(structures." )Tj
/T1_1 1 Tf
-0.0032 Tc 8.2 0 0 8.2 443.03 583.45 Tm
(Size )Tj
0.0214 Tc 2.012 0 Td
(effect )Tj
-0.0283 Tc 2.66 0 Td
(in )Tj
0.0083 Tc 1.146 0 Td
(concrete )Tj
0.0091 Tc 3.904 0 Td
(structures, )Tj
/T1_0 1 Tf
-0.035 Tc 7.7767 0 0 8.1 561.81 583.45 Tm
(H. )Tj
0.0113 Tc 8.1 0 0 8.1 572.84 583.45 Tm
(Mi\255)Tj
0.009 Tc -28.441 -1.096 Td
(hashi, )Tj
-0.035 Tc 7.7767 0 0 8.1 365.01 574.57 Tm
(H. )Tj
0.0204 Tc 8.1 0 0 8.1 375.28 574.57 Tm
(Okamura, )Tj
0.01 Tc 4.444 0 Td
(and )Tj
-0.0181 Tc 1.784 0 Td
(Z. )Tj
-0.035 Tc 6.6698 0 0 8.1 435.57 574.57 Tm
(P. )Tj
0.0368 Tc 8.1 0 0 8.1 443.72 574.57 Tm
(Bafant, )Tj
0.0062 Tc (eds., )Tj
0.0443 Tc 5.659 0 Td
(E&FN )Tj
0.0247 Tc 3.068 0 Td
(Spon, )Tj
0.0248 Tc 2.68 0 Td
(London, )Tj
0.0083 Tc 3.826 0 Td
(U.K., )Tj
0.05 Tc 8.9756 0 0 8.1 342.38 565.92 Tm
(3-24. )Tj
0.0136 Tc 8.1 0 0 8.1 334.28 556.8 Tm
(Reineck, )Tj
-0.0057 Tc 4.059 0 Td
(K.-H. )Tj
0.006 Tc 2.72 0 Td
(\(1991\). )Tj
0.05 Tc 8.1035 0 0 8.1 416.97 556.8 Tm
("Model )Tj
0.0148 Tc 8.1 0 0 8.1 446.31 556.8 Tm
(for )Tj
0.0183 Tc 1.598 0 Td
(structural )Tj
0.0234 Tc 4.3 0 Td
(concrete )Tj
0.0225 Tc 3.919 0 Td
(members )Tj
0.0203 Tc 4.179 0 Td
(without )Tj
0.0145 Tc -26.875 -1.096 Td
(transverse )Tj
0.0291 Tc 4.623 0 Td
(reinforcement." )Tj
/T1_1 1 Tf
-0.0163 Tc 8.2 0 0 8.2 437.82 547.92 Tm
(Proc., )Tj
0.05 Tc 8.2199 0 0 8.2 461.19 547.92 Tm
(lABSE )Tj
0.01 Tc 8.2 0 0 8.2 487.52 547.92 Tm
(Colloquium )Tj
0.0152 Tc 5.25 0 Td
(on )Tj
-0.0069 Tc 1.471 0 Td
(Struct. )Tj
-0.0096 Tc 3.143 0 Td
(Con\255)Tj
-0.0014 Tc -27.617 -1.083 Td
(crete, )Tj
/T1_0 1 Tf
0.0155 Tc 8.1 0 0 8.1 363.54 539.04 Tm
(IABSE, )Tj
0.0087 Tc 3.633 0 Td
(Stuttgart, )Tj
0.011 Tc 4.157 0 Td
(Germany, )Tj
-0.0066 Tc 4.449 0 Td
(Rep. )Tj
-0.0277 Tc 2.254 0 Td
(Vol. )Tj
0.0095 Tc 2.064 0 Td
(62, )Tj
0.05 Tc 8.5355 0 0 8.1 511.1 539.04 Tm
(643-648. )Tj
-0.0004 Tc 8.1 0 0 8.1 334.28 530.16 Tm
(Ritter, )Tj
-0.035 Tc 7.5044 0 0 8.1 359.26 530.16 Tm
(W. )Tj
0.006 Tc 8.1 0 0 8.1 372.87 530.16 Tm
(\(1899\). )Tj
0.05 Tc 8.1989 0 0 8.1 402.09 530.16 Tm
("Die )Tj
0.0198 Tc 8.1 0 0 8.1 423.08 530.16 Tm
(Bauweise )Tj
0.0383 Tc 4.563 0 Td
(Hennebique." )Tj
/T1_1 1 Tf
0.0139 Tc 8.2 0 0 8.2 512.87 530.16 Tm
(Schweizerische )Tj
0.0155 Tc 6.828 0 Td
(Bau\255)Tj
0.0063 Tc -27.687 -1.082 Td
(zeitung, )Tj
/T1_0 1 Tf
0.0012 Tc 8.1 0 0 8.1 371.25 521.29 Tm
(Ziirich, )Tj
0.0127 Tc 3.393 0 Td
(Switzerland, )Tj
0.0101 Tc 5.578 0 Td
(33\(7\), )Tj
0.05 Tc 8.8324 0 0 8.1 466.92 521.29 Tm
(59-61. )Tj
-0.0074 Tc 8.1 0 0 8.1 334.28 512.41 Tm
(Riisch, )Tj
-0.0054 Tc 8 0 0 8 359.96 512.41 Tm
(H., )Tj
0.0107 Tc 8.1 0 0 8.1 372.68 512.41 Tm
(Haugli, )Tj
-0.035 Tc 7.004 0 0 8.6 400.05 512.41 Tm
(F. )Tj
-0.0189 Tc 8.1 0 0 8.1 408.68 512.41 Tm
(R., )Tj
0.0248 Tc 1.506 0 Td
(and )Tj
0.0053 Tc 1.812 0 Td
(Mayer, )Tj
-0.0127 Tc 3.259 0 Td
(H. )Tj
0.011 Tc 1.298 0 Td
(\(1962\). )Tj
0.0353 Tc 3.43 0 Td
("Schubversuch )Tj
0.0162 Tc 6.735 0 Td
(an )Tj
0.0156 Tc 1.265 0 Td
(Stahl\255)Tj
0.0186 Tc -27.536 -1.098 Td
(beton-Rechteckbalken )Tj
0.033 Tc 9.774 0 Td
(mit )Tj
0.0213 Tc 1.89 0 Td
(gleichmassing )Tj
0.0151 Tc 6.495 0 Td
(verteilter )Tj
0.0406 Tc 4.235 0 Td
(Belastung." )Tj
/T1_1 1 Tf
-0.0104 Tc 8.2 0 0 8.2 568.86 503.52 Tm
(Bull. )Tj
-0.035 Tc 8.159 0 0 8.2 341.59 494.65 Tm
(No. )Tj
/T1_0 1 Tf
0.0034 Tc 8.1 0 0 8.1 356.84 494.65 Tm
(145, )Tj
0.018 Tc 2.163 0 Td
(Deutscher )Tj
0.0175 Tc 4.507 0 Td
(Ausschuss )Tj
-0.0081 Tc 4.76 0 Td
(fiir )Tj
0.0193 Tc 1.593 0 Td
(Stahlbeton, )Tj
0.02 Tc 5.08 0 Td
(Berlin, )Tj
0.0152 Tc 3.254 0 Td
(Germany, )Tj
0.05 Tc 9.7576 0 0 8.1 565.64 494.65 Tm
(4-30 )Tj
0.0026 Tc 8.1 0 0 8.1 341.91 486 Tm
(\(in )Tj
0.0094 Tc 1.512 0 Td
(German\). )Tj
0.0099 Tc -2.468 -1.125 Td
(Schlaich, )Tj
-0.0108 Tc 4.102 0 Td
(J., )Tj
0.0032 Tc 1.201 0 Td
(Schafer, )Tj
-0.0173 Tc 3.688 0 Td
(K., )Tj
0.0248 Tc 1.506 0 Td
(and )Tj
0.0182 Tc 1.783 0 Td
(Jannewein, )Tj
-0.0322 Tc 4.948 0 Td
(M. )Tj
0.011 Tc 1.446 0 Td
(\(1987\). )Tj
0.0427 Tc 3.37 0 Td
("Toward )Tj
0 Tc 4.038 0 Td
(a )Tj
0.0258 Tc 0.681 0 Td
(consistent )Tj
0.0133 Tc -25.837 -1.098 Td
(design )Tj
0 Tc 3.08 0 Td
(for )Tj
0.015 Tc 1.568 0 Td
(structural )Tj
0.0373 Tc 4.27 0 Td
(concrete." )Tj
/T1_1 1 Tf
0.05 Tc 8.2247 0 0 8.2 453.18 468 Tm
(PCl )Tj
/T1_2 1 Tf
-0.0287 Tc 7.7 0 0 7.7 469.13 468 Tm
(J., )Tj
/T1_0 1 Tf
0.016 Tc 8.1 0 0 8.1 480.39 468 Tm
(32\(3\), )Tj
0.05 Tc 8.647 0 0 8.1 503.67 468 Tm
(75-150. )Tj
0.0101 Tc 8.1 0 0 8.1 333.93 459.36 Tm
(Shioya, )Tj
-0.035 Tc 7.5481 0 0 8.3 363.34 459.36 Tm
(Y., )Tj
-0.0049 Tc 8.1 0 0 8.1 376.72 459.36 Tm
(and )Tj
0.0156 Tc 1.935 0 Td
(Akiayama, )Tj
-0.035 Tc 8.0359 0 0 8.1 433.4 459.36 Tm
(H. )Tj
0.011 Tc 8.1 0 0 8.1 445.59 459.36 Tm
(\(1994\). )Tj
0.0333 Tc 3.607 0 Td
("Application )Tj
-0.0043 Tc 6.031 0 Td
(to )Tj
0.0252 Tc 1.296 0 Td
(design )Tj
0.05 Tc 8.6251 0 0 8.1 560.56 459.36 Tm
(of )Tj
0.0145 Tc 8.1 0 0 8.1 571.81 459.36 Tm
(size )Tj
0.0177 Tc -28.442 -1.095 Td
(effect )Tj
-0.035 Tc 7.9356 0 0 8.1 363.78 450.49 Tm
(in )Tj
0.0147 Tc 8.1 0 0 8.1 373.19 450.49 Tm
(reinforced )Tj
0.0192 Tc 4.614 0 Td
(concrete )Tj
0.0311 Tc 3.937 0 Td
(structures." )Tj
/T1_1 1 Tf
0.0065 Tc 8.2 0 0 8.2 485.75 450.49 Tm
(Size )Tj
0.0214 Tc 2.012 0 Td
(effect )Tj
-0.0283 Tc 2.63 0 Td
(in )Tj
0.0083 Tc 1.146 0 Td
(concrete )Tj
0.0031 Tc 3.874 0 Td
(struc\255)Tj
-0.0094 Tc -27.235 -1.083 Td
(tures, )Tj
/T1_0 1 Tf
-0.035 Tc 7.7767 0 0 8.1 363.33 441.61 Tm
(H. )Tj
0.0143 Tc 8.1 0 0 8.1 374.12 441.61 Tm
(Mihashi, )Tj
-0.035 Tc 8.0359 0 0 8.1 406.76 441.61 Tm
(H. )Tj
0.0204 Tc 8.1 0 0 8.1 417.52 441.61 Tm
(Okamura, )Tj
0.0248 Tc 4.504 0 Td
(and )Tj
-0.0181 Tc 1.843 0 Td
(Z. )Tj
-0.035 Tc 6.9874 0 0 8.1 479.25 441.61 Tm
(P. )Tj
0.0318 Tc 8.1 0 0 8.1 487.88 441.61 Tm
(Bafant, )Tj
0.0136 Tc 3.49 0 Td
(eds., )Tj
0 Tc 2.258 0 Td
(E )Tj
/T1_3 1 Tf
7.5001 0 0 7.5001 542.31 441.61 Tm
(& )Tj
/T1_0 1 Tf
0.0132 Tc 8.1 0 0 8.1 551.73 441.61 Tm
(FN )Tj
0.0099 Tc 1.674 0 Td
(Spon, )Tj
0.0149 Tc -27.601 -1.096 Td
(London, )Tj
0.0009 Tc 3.856 0 Td
(U.K., )Tj
0.05 Tc 8.454 0 0 8.1 393.81 432.73 Tm
(409-416. )Tj
0.0101 Tc 8.1 0 0 8.1 333.69 423.85 Tm
(Shioya, )Tj
-0.0283 Tc 3.536 0 Td
(T., )Tj
0.0057 Tc 1.542 0 Td
(Iguro, )Tj
-0.0077 Tc 2.965 0 Td
(M., )Tj
0.0051 Tc 1.877 0 Td
(Nojiri, )Tj
-0.035 Tc 7.5481 0 0 8.1 439.42 423.85 Tm
(Y., )Tj
0.0156 Tc 8.1 0 0 8.1 451.91 423.85 Tm
(Akiayama, )Tj
-0.0128 Tc 5.004 0 Td
(H., )Tj
0.0248 Tc 1.684 0 Td
(and )Tj
0.0195 Tc 1.956 0 Td
(Okada, )Tj
-0.035 Tc 7.7176 0 0 8.1 549.53 423.85 Tm
(T. )Tj
0.011 Tc 8.1 0 0 8.1 560.07 423.85 Tm
(\(1989\). )Tj
0.05 Tc 8.1265 0 0 8.1 342.09 414.96 Tm
("Shear )Tj
0.0094 Tc 8.1 0 0 8.1 369.97 414.96 Tm
(strength )Tj
0.05 Tc 8.3469 0 0 8.1 400.96 414.96 Tm
(of )Tj
0.0085 Tc 8.1 0 0 8.1 412.01 414.96 Tm
(large )Tj
0.018 Tc 2.585 0 Td
(reinforced )Tj
0.0192 Tc 4.791 0 Td
(concrete )Tj
0.05 Tc 8.1591 0 0 8.1 504.49 414.96 Tm
(beams." )Tj
/T1_1 1 Tf
0.0035 Tc 8.2 0 0 8.2 538.15 414.96 Tm
(Fracture )Tj
0.006 Tc 4.113 0 Td
(me\255)Tj
0.0034 Tc -28.1 -1.083 Td
(chanics: )Tj
0.0144 Tc 3.799 0 Td
(Application )Tj
-0.035 Tc 8.1536 0 0 8.2 415.1 406.08 Tm
(to )Tj
-0.002 Tc 8.2 0 0 8.2 424.5 406.08 Tm
(concrete, )Tj
-0.0157 Tc 4.133 0 Td
(SP-11B, )Tj
/T1_0 1 Tf
0.0173 Tc 8.1 0 0 8.1 487.67 406.08 Tm
(Am. )Tj
0.0214 Tc 2.184 0 Td
(Concrete )Tj
0.012 Tc 4.121 0 Td
(Inst., )Tj
0.0154 Tc 2.432 0 Td
(Detroit, )Tj
0.0077 Tc -26.785 -1.065 Td
(Mich., )Tj
0.05 Tc 8.4897 0 0 8.1 366.43 397.45 Tm
(25-279. )Tj
/T1_1 1 Tf
0.0058 Tc 8.2 0 0 8.2 333.59 388.8 Tm
(Standard )Tj
0.0012 Tc 4.156 0 Td
(Specification )Tj
0.05 Tc 8.3694 0 0 8.2 413.48 388.8 Tm
(for )Tj
0.0126 Tc 8.2 0 0 8.2 427.76 388.8 Tm
(Design )Tj
0.0447 Tc 3.35 0 Td
(and )Tj
0.0107 Tc 2.006 0 Td
(Construction )Tj
0.05 Tc 9.518 0 0 8.2 519.28 388.8 Tm
(of )Tj
0.001 Tc 8.2 0 0 8.2 529.76 388.8 Tm
(Concrete )Tj
0.0012 Tc 4.145 0 Td
(Struc\255)Tj
-0.0269 Tc -27.084 -1.052 Td
(tures, )Tj
0.0094 Tc 2.595 0 Td
(Part )Tj
-0.035 Tc 7.6073 0 0 8.2 380.48 380.17 Tm
(I: )Tj
0.003 Tc 8.2 0 0 8.2 388.64 380.17 Tm
(Design. )Tj
/T1_0 1 Tf
0.006 Tc 8.1 0 0 8.1 417.51 380.17 Tm
(\(1991\). )Tj
0.0185 Tc 3.354 0 Td
(Japan )Tj
0.0112 Tc 2.712 0 Td
(Soc. )Tj
0.05 Tc 8.3469 0 0 8.1 484.24 380.17 Tm
(of )Tj
-0.004 Tc 8.1 0 0 8.1 493.6 380.17 Tm
(Civ. )Tj
0.019 Tc 2.049 0 Td
(Engrs., )Tj
0.0061 Tc 3.285 0 Td
(Tokyo, )Tj
0.0122 Tc 3.233 0 Td
(Japan. )Tj
0.0006 Tc -28.33 -1.126 Td
(Talbot, )Tj
-0.018 Tc 3.267 0 Td
(A. )Tj
-0.035 Tc 7.9398 0 0 8.1 371.56 371.05 Tm
(N. )Tj
0.006 Tc 8.1 0 0 8.1 382.95 371.05 Tm
(\(1909\). )Tj
0.026 Tc 3.519 0 Td
("Tests )Tj
0.05 Tc 8.6251 0 0 8.1 436.48 371.05 Tm
(of )Tj
0.018 Tc 8.1 0 0 8.1 446.87 371.05 Tm
(reinforced )Tj
0.0192 Tc 4.702 0 Td
(concrete )Tj
0.0239 Tc 3.922 0 Td
(beams-resistance )Tj
-0.0043 Tc 7.581 0 Td
(to )Tj
0.0142 Tc -29.214 -1.096 Td
(web )Tj
0.0317 Tc 2.151 0 Td
(stresses." )Tj
/T1_1 1 Tf
-0.0177 Tc 8.2 0 0 8.2 395.58 362.17 Tm
(Bull. )Tj
/T1_0 1 Tf
0.0067 Tc 8.1 0 0 8.1 415.15 362.17 Tm
(29, )Tj
-0.0128 Tc 1.753 0 Td
(Univ. )Tj
0.05 Tc 8.3469 0 0 8.1 451.12 362.17 Tm
(of )Tj
0.0169 Tc 8.1 0 0 8.1 461.7 362.17 Tm
(Il\\inois )Tj
0.0092 Tc 3.38 0 Td
(Engrg. )Tj
0.0269 Tc 3.23 0 Td
(Experiment )Tj
0.0178 Tc 5.32 0 Td
(Station, )Tj
0.0073 Tc -26.768 -1.096 Td
(Urbana, )Tj
-0.0087 Tc 3.638 0 Td
(Ill. )Tj
-4.653 -1.067 Td
(Taylor, )Tj
-0.0308 Tc 8 0 0 8 359.24 344.65 Tm
(H. )Tj
-0.035 Tc 6.6698 0 0 8.1 369.57 344.65 Tm
(P. )Tj
8.0557 0 0 8.1 377.48 344.65 Tm
(J. )Tj
0.006 Tc 8.1 0 0 8.1 385.11 344.65 Tm
(\(1972\). )Tj
0.046 Tc 3.37 0 Td
("Shear )Tj
0.0178 Tc 3.175 0 Td
(strength )Tj
0.05 Tc 8.3469 0 0 8.1 467.44 344.65 Tm
(of )Tj
0.0011 Tc 8.1 0 0 8.1 476.81 344.65 Tm
(large )Tj
0.05 Tc 8.1591 0 0 8.1 495.37 344.65 Tm
(beams." )Tj
/T1_2 1 Tf
-0.035 Tc 7.1074 0 0 7.4001 526.49 344.65 Tm
(J. )Tj
/T1_1 1 Tf
-0.0021 Tc 8.2 0 0 8.2 534.71 344.65 Tm
(Struct. )Tj
0.0053 Tc 2.965 0 Td
(Engrg., )Tj
/T1_0 1 Tf
0.0116 Tc 8.1 0 0 8.1 341.27 336 Tm
(ASCE, )Tj
0.012 Tc 3.249 0 Td
(98\(11\), )Tj
0.05 Tc 8.2328 0 0 8.1 395.23 336 Tm
(2473-2490. )Tj
0.0083 Tc 8.1 0 0 8.1 333.29 327.13 Tm
(Thiirlimann, )Tj
-0.035 Tc 8.0987 0 0 8.1 377.24 327.13 Tm
(B. )Tj
0.006 Tc 8.1 0 0 8.1 387.27 327.13 Tm
(\(1976\). )Tj
0.05 Tc 8.1265 0 0 8.1 414.33 327.13 Tm
("Shear )Tj
0.0136 Tc 8.1 0 0 8.1 440.29 327.13 Tm
(strength )Tj
0.05 Tc 8.3469 0 0 8.1 469.6 327.13 Tm
(of )Tj
0.0213 Tc 8.1 0 0 8.1 478.31 327.13 Tm
(reinforced )Tj
0.01 Tc 4.584 0 Td
(and )Tj
0.0251 Tc 1.7 0 Td
(prestressed )Tj
0.0172 Tc 4.937 0 Td
(con\255)Tj
0.0166 Tc -28.178 -1.067 Td
(crete )Tj
0.0223 Tc 2.352 0 Td
(beams, )Tj
0.0028 Tc 3.278 0 Td
(CEB )Tj
0.0348 Tc 2.4 0 Td
(approach." )Tj
/T1_1 1 Tf
-0.035 Tc 7.9277 0 0 8.2 447.68 318.49 Tm
(Tech. )Tj
0.0143 Tc 8.2 0 0 8.2 467.82 318.49 Tm
(Rep., )Tj
/T1_0 1 Tf
-0.0025 Tc 8.1 0 0 8.1 488.12 318.49 Tm
(E.T.H. )Tj
0.0096 Tc 3.083 0 Td
(Ziirich, )Tj
0.0181 Tc 3.422 0 Td
(Switzerland. )Tj
-0.0065 Tc -25.614 -1.096 Td
(Vecchio, )Tj
-0.0334 Tc 7.9001 0 0 7.9001 365.25 309.61 Tm
(F., )Tj
0.01 Tc 8.1 0 0 8.1 376.48 309.61 Tm
(and )Tj
0.0122 Tc 1.837 0 Td
(Collins, )Tj
-0.0322 Tc 3.649 0 Td
(M. )Tj
-0.035 Tc 6.9874 0 0 8.1 433.17 309.61 Tm
(P. )Tj
0.011 Tc 8.1 0 0 8.1 441.99 309.61 Tm
(\(1986\). )Tj
0.05 Tc 8.223 0 0 8.1 470 309.61 Tm
("The )Tj
0.0102 Tc 8.1 0 0 8.1 490.54 309.61 Tm
(modified )Tj
0.0213 Tc 4.052 0 Td
(compression )Tj
-0.0104 Tc 5.658 0 Td
(field )Tj
0.0114 Tc -28.139 -1.126 Td
(theory )Tj
0 Tc 3.102 0 Td
(for )Tj
0.0147 Tc 1.669 0 Td
(reinforced )Tj
0.0192 Tc 4.702 0 Td
(concrete )Tj
0.0207 Tc 3.999 0 Td
(elements )Tj
0.0205 Tc 4.175 0 Td
(subjected )Tj
0.0253 Tc 4.396 0 Td
(to )Tj
0.037 Tc 1.293 0 Td
(shear." )Tj
/T1_1 1 Tf
0.05 Tc 8.7367 0 0 8.2 558.61 300.49 Tm
(ACl )Tj
/T1_2 1 Tf
-0.0287 Tc 7.7 0 0 7.7 575.93 300.49 Tm
(J., )Tj
/T1_0 1 Tf
0.05 Tc 8.455 0 0 8.1 341.13 291.61 Tm
(83\(2\),219-231. )Tj
-0.0046 Tc 8.1 0 0 8.1 333.09 282.96 Tm
(Wagner, )Tj
-0.0127 Tc 3.999 0 Td
(H. )Tj
0.006 Tc 1.564 0 Td
(\(1929\). )Tj
0.0432 Tc 3.667 0 Td
("Ebene )Tj
0.0242 Tc 3.688 0 Td
(Blechwandtrager )Tj
0.033 Tc 7.706 0 Td
(mit )Tj
0.0263 Tc 1.944 0 Td
(sehr )Tj
0.0188 Tc 2.285 0 Td
(diinnem )Tj
0.0147 Tc 3.932 0 Td
(Steg\255)Tj
0.045 Tc -27.802 -1.096 Td
(blech." )Tj
/T1_1 1 Tf
0.0122 Tc 8.2 0 0 8.2 371.77 274.08 Tm
(Zeitschrift )Tj
-0.0321 Tc 4.676 0 Td
(fUr )Tj
0.0152 Tc 1.946 0 Td
(Flugtechnik )Tj
0.0327 Tc 5.515 0 Td
(und )Tj
0.0115 Tc 2.127 0 Td
(Motorluftschifffahr, )Tj
/T1_0 1 Tf
0.0151 Tc 8.1 0 0 8.1 560.84 274.08 Tm
(Berlin, )Tj
0.011 Tc -27.175 -1.065 Td
(Germany, )Tj
-0.0081 Tc 4.448 0 Td
(20, )Tj
0.05 Tc 9.364 0 0 8.1 390.07 265.45 Tm
(8-12 )Tj
-0.0122 Tc 8.1 0 0 8.1 411.99 265.45 Tm
(\(in )Tj
0.0136 Tc 1.483 0 Td
(German\). )Tj
-0.0009 Tc -11.194 -1.096 Td
(Walraven, )Tj
-0.035 Tc 8.0557 0 0 8.1 370.28 256.57 Tm
(J. )Tj
0.006 Tc 8.1 0 0 8.1 378.63 256.57 Tm
(\(1995\). )Tj
0.0483 Tc 3.489 0 Td
("Size )Tj
0.0106 Tc 2.674 0 Td
(effects: )Tj
0.0263 Tc 3.439 0 Td
(Their )Tj
0.0111 Tc 2.644 0 Td
(nature )Tj
0.0248 Tc 2.984 0 Td
(and )Tj
0.0172 Tc 1.874 0 Td
(their )Tj
0.0191 Tc 2.283 0 Td
(recognition )Tj
-0.0201 Tc 5.178 0 Td
(in )Tj
0.0165 Tc -29.205 -1.098 Td
(building )Tj
0.0429 Tc 3.959 0 Td
(codes." )Tj
/T1_1 1 Tf
0.0034 Tc 8.2 0 0 8.2 403.91 247.68 Tm
(Studi )Tj
0 Tc 2.598 0 Td
(e )Tj
0.0049 Tc 0.952 0 Td
(Ricerche, )Tj
/T1_0 1 Tf
0.0174 Tc 8.1 0 0 8.1 468.92 247.68 Tm
(Politecnico )Tj
0.0024 Tc 5.18 0 Td
(di )Tj
0.0174 Tc 1.309 0 Td
(Milano, )Tj
-0.0042 Tc 3.82 0 Td
(Italy, )Tj
-0.0115 Tc 2.64 0 Td
(16, )Tj
0.05 Tc 8.2661 0 0 8.1 341.47 238.81 Tm
(113-134. )Tj
0.0029 Tc 8.1 0 0 8.1 333.09 230.17 Tm
(Walraven, )Tj
-0.0108 Tc 4.71 0 Td
(J., )Tj
0.01 Tc 1.417 0 Td
(and )Tj
0.0078 Tc 2.02 0 Td
(Lehwalter, )Tj
-0.035 Tc 7.9398 0 0 8.1 439.24 230.17 Tm
(N. )Tj
0.011 Tc 8.1 0 0 8.1 451.35 230.17 Tm
(\(1994\). )Tj
0.0483 Tc 3.637 0 Td
("Size )Tj
0.0191 Tc 2.852 0 Td
(effects )Tj
0.0095 Tc 3.291 0 Td
(in )Tj
0.0251 Tc 1.328 0 Td
(short )Tj
0.0237 Tc 2.593 0 Td
(beams )Tj
0.0156 Tc -27.358 -1.096 Td
(loaded )Tj
-0.035 Tc 7.9356 0 0 8.1 366.18 221.29 Tm
(in )Tj
0.0321 Tc 8.1 0 0 8.1 375.49 221.29 Tm
(shear." )Tj
/T1_1 1 Tf
0.05 Tc 8.4454 0 0 8.2 403.09 221.29 Tm
(ACl )Tj
0.0028 Tc 8.2 0 0 8.2 419.51 221.29 Tm
(Struct. )Tj
/T1_2 1 Tf
-0.0132 Tc 7.7 0 0 7.7 444.41 221.29 Tm
(J., )Tj
/T1_0 1 Tf
0.0136 Tc 8.1 0 0 8.1 455.67 221.29 Tm
(91\(5\), )Tj
0.05 Tc 8.495 0 0 8.1 478.92 221.29 Tm
(585-593. )Tj
0.0029 Tc 8.1 0 0 8.1 332.85 212.4 Tm
(Walraven, )Tj
-0.035 Tc 8.0557 0 0 8.1 369.8 212.4 Tm
(J. )Tj
8.0987 0 0 8.1 377.92 212.4 Tm
(C. )Tj
0.006 Tc 8.1 0 0 8.1 388.47 212.4 Tm
(\(1978\). )Tj
0.05 Tc 8.223 0 0 8.1 416.24 212.4 Tm
("The )Tj
0.0116 Tc 8.1 0 0 8.1 436.49 212.4 Tm
(influence )Tj
0.05 Tc 8.3469 0 0 8.1 470.32 212.4 Tm
(of )Tj
0.0176 Tc 8.1 0 0 8.1 480.16 212.4 Tm
(depth )Tj
0.0278 Tc 2.667 0 Td
(on )Tj
0.0134 Tc 1.37 0 Td
(the )Tj
0.0201 Tc 1.648 0 Td
(shear )Tj
0.0178 Tc 2.548 0 Td
(strength )Tj
0.05 Tc 8.6251 0 0 8.1 576.64 212.4 Tm
(of )Tj
0.0176 Tc 8.1 0 0 8.1 340.73 203.76 Tm
(lightweight )Tj
0.015 Tc 5.095 0 Td
(concrete )Tj
0.0237 Tc 3.863 0 Td
(beams )Tj
0.0203 Tc 3.02 0 Td
(without )Tj
0.0201 Tc 3.543 0 Td
(shear )Tj
0.0333 Tc 2.531 0 Td
(reinforcement." )Tj
/T1_1 1 Tf
0.0075 Tc 8.2 0 0 8.2 545.03 203.76 Tm
(Stevin )Tj
-0.0068 Tc 2.85 0 Td
(Lab. )Tj
-0.0244 Tc -27.778 -1.052 Td
(Rep. )Tj
-0.035 Tc 7.9854 0 0 8.2 358.63 195.13 Tm
(No. )Tj
-0.0145 Tc 8.2 0 0 8.2 373.36 195.13 Tm
(5-7B.4, )Tj
/T1_0 1 Tf
0.0171 Tc 8.1 0 0 8.1 400.28 195.13 Tm
(Delft )Tj
0.0159 Tc 2.493 0 Td
(University )Tj
0.05 Tc 8.6251 0 0 8.1 458.56 195.13 Tm
(of )Tj
0.006 Tc 8.1 0 0 8.1 468.41 195.13 Tm
(Technology, )Tj
0.0317 Tc 5.452 0 Td
(The )Tj
0.0152 Tc 2.028 0 Td
(Netherlands. )Tj
-0.0071 Tc -24.216 -1.067 Td
(Withey, )Tj
-0.0322 Tc 3.614 0 Td
(M. )Tj
-0.0312 Tc 1.565 0 Td
(O. )Tj
0.011 Tc 1.421 0 Td
(\(1907\). )Tj
0.0409 Tc 3.489 0 Td
("Test )Tj
0.05 Tc 8.6251 0 0 8.1 436.24 186.49 Tm
(of )Tj
0.0141 Tc 8.1 0 0 8.1 446.65 186.49 Tm
(plain )Tj
0.01 Tc 2.478 0 Td
(and )Tj
0.0213 Tc 1.875 0 Td
(reinforced )Tj
0.0189 Tc 4.702 0 Td
(concrete, )Tj
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