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0.0273 Tc 1.334 0 Td
(noted )Tj
0.0461 Tc 2.745 0 Td
(that )Tj
0.0221 Tc 2.054 0 Td
(the )Tj
0.01 Tc 1.686 0 Td
(pres\255)Tj
0.0184 Tc -21.884 -1.211 Td
(ent )Tj
0.0315 Tc 1.703 0 Td
(state )Tj
0.05 Tc 10.2945 0 0 9.7 78.62 279.61 Tm
(of )Tj
0.0344 Tc 9.7 0 0 9.7 91.34 279.61 Tm
(affairs )Tj
0.0454 Tc 3.168 0 Td
(cannot )Tj
-0.0179 Tc 3.326 0 Td
(be )Tj
0.0239 Tc 1.359 0 Td
(regarded )Tj
-0.0292 Tc 4.098 0 Td
(as )Tj
0.0086 Tc 1.237 0 Td
(at )Tj
-0.0229 Tc 1.188 0 Td
(all )Tj
0.0303 Tc 1.386 0 Td
(alarm\255)Tj
0.0325 Tc -21.103 -1.212 Td
(ing. )Tj
0.0485 Tc 2.202 0 Td
(This )Tj
-0.035 Tc 9.3682 0 0 9.7 84.64 267.85 Tm
(is )Tj
0.0469 Tc 9.7 0 0 9.7 95.66 267.85 Tm
(evidenced )Tj
0.0488 Tc 4.96 0 Td
(by )Tj
0.05 Tc 10.0179 0 0 9.7 158.38 267.85 Tm
(the )Tj
0.031 Tc 9.7 0 0 9.7 176.77 267.85 Tm
(fact )Tj
0.05 Tc 10.0691 0 0 9.7 197.74 267.85 Tm
(that )Tj
9.8357 0 0 9.7 219.58 267.85 Tm
(the )Tj
9.8586 0 0 9.7 237.52 267.85 Tm
(internal )Tj
0.0078 Tc 9.7 0 0 9.7 39.73 256.08 Tm
(forces )Tj
0.0417 Tc 2.996 0 Td
(obtained )Tj
0.0056 Tc 4.239 0 Td
(here )Tj
0.0146 Tc 2.242 0 Td
(are )Tj
0.0436 Tc 1.741 0 Td
(not )Tj
0.0285 Tc 1.855 0 Td
(much )Tj
0.029 Tc 2.789 0 Td
(different )Tj
0.0222 Tc 4.204 0 Td
(from )Tj
0.0221 Tc 2.533 0 Td
(the )Tj
0.05 Tc 9.9212 0 0 9.7 39.5 244.57 Tm
(Grundy )Tj
10.0265 0 0 9.7 76.46 244.57 Tm
(and )Tj
9.7254 0 0 9.7 96.44 244.57 Tm
(Kabaila's )Tj
0.0279 Tc 9.7 0 0 9.7 140.54 244.57 Tm
(elastic )Tj
0.0426 Tc 3.163 0 Td
(solution, )Tj
-0.0045 Tc 4.309 0 Td
(as )Tj
-0.0189 Tc 1.296 0 Td
(well )Tj
-0.0045 Tc 2.119 0 Td
(as )Tj
0.0221 Tc 1.32 0 Td
(the )Tj
0.0242 Tc -22.647 -1.189 Td
(available )Tj
0.0335 Tc 4.165 0 Td
(measured )Tj
0.0436 Tc 4.422 0 Td
(data. )Tj
/T1_1 1 Tf
0.0259 Tc 9.6 0 0 9.6 105.36 198 Tm
(ACKNOWLEDGMENT )Tj
/T1_0 1 Tf
0.0485 Tc 7.4001 0 0 7.4001 47.73 188.65 Tm
(Financial )Tj
0.05 Tc 7.551 0 0 7.4001 81.73 188.65 Tm
(support )Tj
7.5625 0 0 7.4001 110.88 188.65 Tm
(under )Tj
0.0469 Tc 7.4001 0 0 7.4001 133.19 188.65 Tm
(U.S. )Tj
0.05 Tc 7.4109 0 0 7.4001 151.47 188.65 Tm
(National )Tj
0.0234 Tc 7.4001 0 0 7.4001 183.23 188.65 Tm
(Science )Tj
0.05 Tc 7.6056 0 0 7.4001 210.93 188.65 Tm
(Foundation )Tj
7.61 0 0 7.4001 252.4 188.65 Tm
(Grant )Tj
0.0424 Tc 7.4001 0 0 7.4001 40.35 178.57 Tm
(No. )Tj
0.0435 Tc 2.197 0 Td
(FED-7400 )Tj
0.05 Tc 7.5669 0 0 7.4001 93.82 178.57 Tm
(to )Tj
7.4536 0 0 7.4001 104.19 178.57 Tm
(Northwestern )Tj
0.0337 Tc 7.4001 0 0 7.4001 153.35 178.57 Tm
(University. )Tj
0 Tc 5.376 0 Td
(G )Tj
0.05 Tc 12.2981 0 0 7.4001 199.42 178.57 Tm
(.. )Tj
0.002 Tc 7.4001 0 0 7.4001 205.77 178.57 Tm
(.1.lbright, )Tj
0.0397 Tc 4.532 0 Td
(NSF )Tj
0.05 Tc 7.6267 0 0 7.4001 257.49 178.57 Tm
(Pro\255)Tj
7.5676 0 0 7.4001 39.78 168.73 Tm
(gram )Tj
0.0494 Tc 7.4001 0 0 7.4001 59.97 168.73 Tm
(Director. )Tj
-0.0336 Tc 4.407 0 Td
(is )Tj
0.0495 Tc 1.005 0 Td
(gratefully )Tj
0.0478 Tc 4.701 0 Td
(acknowledged. )Tj
/T1_1 1 Tf
0.0078 Tc 9.6 0 0 9.6 123.15 134.17 Tm
(REFERENCES )Tj
/T1_0 1 Tf
-0.035 Tc 7.0852 0 0 7.4001 48.48 124.32 Tm
(1. )Tj
0.0427 Tc 7.4001 0 0 7.4001 57.63 124.32 Tm
(Nielsen. )Tj
0.05 Tc 7.5955 0 0 7.4001 88.77 124.32 Tm
(Knud )Tj
0.0285 Tc 7.4001 0 0 7.4001 111.08 124.32 Tm
(E. )Tj
0 Tc 1.454 0 Td
(C )Tj
-0.035 Tc 6.8914 0 0 7.4001 128.02 124.32 Tm
(.\225 )Tj
0.05 Tc 8.3104 0 0 7.4001 136.4 124.32 Tm
("Loads )Tj
7.6923 0 0 7.4001 166.01 124.32 Tm
(on )Tj
7.5159 0 0 7.4001 178.29 124.32 Tm
(Reinforced )Tj
7.6881 0 0 7.4001 219.28 124.32 Tm
(Concrete )Tj
7.6634 0 0 7.4001 253.65 124.32 Tm
(Floor )Tj
0.0431 Tc 7.4001 0 0 7.4001 39.47 114.72 Tm
(Slabs )Tj
0.05 Tc 7.8332 0 0 7.4001 60.88 114.72 Tm
(and )Tj
7.5686 0 0 7.4001 77.22 114.72 Tm
(Their )Tj
7.5256 0 0 7.4001 99.57 114.72 Tm
(Deformations )Tj
7.4378 0 0 7.4001 149.73 114.72 Tm
(During )Tj
7.8159 0 0 7.4001 176.8 114.72 Tm
(Construction." )Tj
/T1_3 1 Tf
0.0073 Tc 7.8001 0 0 7.8001 232.14 114.72 Tm
(Proceedings )Tj
/T1_0 1 Tf
0.0424 Tc 7.4001 0 0 7.4001 40.11 104.88 Tm
(No. )Tj
0.0054 Tc 2.227 0 Td
(IS, )Tj
0.0359 Tc 1.708 0 Td
(Swedish )Tj
0.05 Tc 7.4856 0 0 7.4001 99.76 104.88 Tm
(Cement )Tj
7.6766 0 0 7.4001 128.56 104.88 Tm
(and )Tj
7.566 0 0 7.4001 144.16 104.88 Tm
(Concrete )Tj
0.0462 Tc 7.4001 0 0 7.4001 178.03 104.88 Tm
(Institute. )Tj
0.0203 Tc 4.543 0 Td
(Royal )Tj
0.0427 Tc 3.078 0 Td
(Institute )Tj
0.05 Tc 8.0687 0 0 7.4001 264.88 104.88 Tm
(of )Tj
7.453 0 0 7.4001 39.78 95.28 Tm
(Technology. )Tj
7.591 0 0 7.4001 84.1 95.28 Tm
(Stockholm, )Tj
-0.0014 Tc 7.4001 0 0 7.4001 126.22 95.28 Tm
(1952, )Tj
-0.0332 Tc 2.757 0 Td
(116 )Tj
0.0444 Tc 1.82 0 Td
(pp. )Tj
/T1_2 1 Tf
-0.0071 Tc 9.3 0 0 9.3 40.67 24.72 Tm
(726 )Tj
/T1_0 1 Tf
-0.0176 Tc 7.4001 0 0 7.4001 305.24 734.89 Tm
(2. )Tj
0.05 Tc 7.6213 0 0 7.4001 314.32 734.89 Tm
(Grundy, )Tj
7.5996 0 0 7.4001 345.81 734.89 Tm
(Paul. )Tj
7.8332 0 0 7.4001 366.16 734.89 Tm
(and )Tj
0.0446 Tc 7.4001 0 0 7.4001 381.81 734.89 Tm
(Kabaila, )Tj
0.05 Tc 7.4762 0 0 7.4001 412.79 734.89 Tm
(A., )Tj
7.7897 0 0 7.4001 426.57 734.89 Tm
("Construction )Tj
7.4837 0 0 7.4001 478.04 734.89 Tm
(Loads )Tj
7.4592 0 0 7.4001 501.05 734.89 Tm
(on )Tj
0.0268 Tc 7.4001 0 0 7.4001 512.27 734.89 Tm
(Slabs )Tj
0.0473 Tc -29.01 -1.331 Td
(with )Tj
0.05 Tc 7.718 0 0 7.4001 316.18 725.04 Tm
(Shored )Tj
7.8 0 0 7.4001 344.61 725.04 Tm
(Formwork )Tj
0.0175 Tc 7.4001 0 0 7.4001 384.9 725.04 Tm
(in )Tj
0.05 Tc 7.5734 0 0 7.4001 395.25 725.04 Tm
(Multistory )Tj
7.6936 0 0 7.4001 435.33 725.04 Tm
(Buildings," )Tj
7.7764 0 0 7.4001 479.27 725.04 Tm
(ACt )Tj
-0.035 Tc 6.461 0 0 7.4001 497.73 725.04 Tm
(JOLJRNAL. )Tj
/T1_3 1 Tf
0.0165 Tc 7.8001 0 0 7.8001 297.42 715.21 Tm
(Proceedings )Tj
/T1_0 1 Tf
0.0076 Tc 7.4001 0 0 7.4001 340.55 715.21 Tm
(V. )Tj
0.0197 Tc 1.416 0 Td
(60. )Tj
0.0424 Tc 1.768 0 Td
(No. )Tj
-0.0217 Tc 2.134 0 Td
(12. )Tj
0.024 Tc 1.653 0 Td
(Dec. )Tj
-0.0095 Tc 2.499 0 Td
(1963. )Tj
0.0444 Tc 2.663 0 Td
(pp. )Tj
0.0104 Tc 1.877 0 Td
(1729-1738. )Tj
-0.032 Tc -18.819 -1.299 Td
(3. )Tj
0.05 Tc 7.496 0 0 7.4001 313.91 705.6 Tm
(Agarwal, )Tj
-0.0056 Tc 7.4001 0 0 7.4001 348.45 705.6 Tm
(R. )Tj
0 Tc 1.492 0 Td
(K )Tj
0.0291 Tc 0.795 0 Td
(.. )Tj
0.05 Tc 7.8332 0 0 7.4001 373.12 705.6 Tm
(and )Tj
7.6498 0 0 7.4001 388.72 705.6 Tm
(Gardner, )Tj
-0.035 Tc 6.8019 0 0 7.4001 422.71 705.6 Tm
(:-.Ioel )Tj
0.05 Tc 7.83 0 0 7.4001 441.56 705.6 Tm
(J., )Tj
8.1602 0 0 7.4001 453.69 705.6 Tm
("Form )Tj
7.6766 0 0 7.4001 479.92 705.6 Tm
(and )Tj
7.4001 0 0 7.4001 495.71 705.6 Tm
(Shore )Tj
-0.0063 Tc 3.03 0 Td
(Re\255)Tj
0.05 Tc 7.4773 0 0 7.4001 297.05 695.77 Tm
(quirements )Tj
0.0398 Tc 7.4001 0 0 7.4001 337.12 695.77 Tm
(for )Tj
0.05 Tc 7.4188 0 0 7.4001 349.65 695.77 Tm
(Multistory )Tj
7.4028 0 0 7.4001 387.33 695.77 Tm
(Flat )Tj
0.0357 Tc 7.4001 0 0 7.4001 403.07 695.77 Tm
(Slab )Tj
0.0455 Tc 2.28 0 Td
(Type )Tj
0.05 Tc 7.4546 0 0 7.4001 439.41 695.77 Tm
(Buildings." )Tj
7.5364 0 0 7.4001 480.23 695.77 Tm
(AC[ )Tj
-0.035 Tc 6.5111 0 0 7.4001 497.24 695.77 Tm
(JOLJRNAL. )Tj
/T1_3 1 Tf
0.0165 Tc 7.8001 0 0 7.8001 296.94 686.16 Tm
(Proceedings )Tj
/T1_0 1 Tf
0.0013 Tc 7.2 0 0 7.2 340.31 686.16 Tm
(V. )Tj
0.0035 Tc 7.4001 0 0 7.4001 350.8 686.16 Tm
(71, )Tj
0.0424 Tc 1.766 0 Td
(No. )Tj
0.05 Tc 8.3892 0 0 7.4001 379.62 686.16 Tm
(II, )Tj
0.0345 Tc 7.4001 0 0 7.4001 391.71 686.16 Tm
(Nov. )Tj
-0.0014 Tc 2.653 0 Td
(1974, )Tj
0.0444 Tc 2.696 0 Td
(pp. )Tj
0.0166 Tc 1.801 0 Td
(559-569. )Tj
0.0437 Tc -18.866 -1.361 Td
(4. )Tj
0.05 Tc 7.9509 0 0 7.4001 315.33 676.09 Tm
(Beresford, )Tj
0.022 Tc 7.4001 0 0 7.4001 356.37 676.09 Tm
(F. )Tj
0 Tc 1.427 0 Td
(D )Tj
-0.035 Tc 7.3508 0 0 7.4001 373.29 676.09 Tm
(.\225 )Tj
0.05 Tc 8.7983 0 0 7.4001 381.67 676.09 Tm
("An )Tj
7.7686 0 0 7.4001 400.79 676.09 Tm
(Analytical )Tj
7.9412 0 0 7.4001 440.6 676.09 Tm
(Examination )Tj
8.3469 0 0 7.4001 488.8 676.09 Tm
(of )Tj
8.0296 0 0 7.4001 499.89 676.09 Tm
(Propped )Tj
7.4036 0 0 7.4001 297.57 666.48 Tm
(Floors )Tj
0.0175 Tc 7.4001 0 0 7.4001 322.74 666.48 Tm
(in )Tj
0.05 Tc 7.4188 0 0 7.4001 332.85 666.48 Tm
(Multistory )Tj
0.0394 Tc 7.4001 0 0 7.4001 372.21 666.48 Tm
(Flat )Tj
0.05 Tc 7.5941 0 0 7.4001 389.01 666.48 Tm
(Plate )Tj
7.8159 0 0 7.4001 409.6 666.48 Tm
(Construction," )Tj
/T1_3 1 Tf
0.0271 Tc 7.8001 0 0 7.8001 464.97 666.48 Tm
(Constructional )Tj
0.0162 Tc 6.827 0 Td
(Re\255)Tj
0.008 Tc -28.291 -1.229 Td
(view )Tj
/T1_0 1 Tf
0.05 Tc 7.6241 0 0 7.4001 314.79 656.89 Tm
(\(North )Tj
0.0399 Tc 7.4001 0 0 7.4001 339.95 656.89 Tm
(Sydney\), )Tj
-0.0189 Tc 7.1 0 0 7.1 372.23 656.89 Tm
(V. )Tj
0.0097 Tc 7.4001 0 0 7.4001 382.48 656.89 Tm
(37. )Tj
0.0424 Tc 1.766 0 Td
(No. )Tj
0.05 Tc 8.1495 0 0 7.4001 411.3 656.89 Tm
(II, )Tj
0.0237 Tc 7.4001 0 0 7.4001 423.63 656.89 Tm
(Nov. )Tj
-0.0014 Tc 2.588 0 Td
(1964. )Tj
0.05 Tc 7.5169 0 0 7.4001 462.49 656.89 Tm
(pp. )Tj
0.0036 Tc 7.4001 0 0 7.4001 476.62 656.89 Tm
(16-20. )Tj
-0.0347 Tc -23.167 -1.297 Td
(5. )Tj
0.0486 Tc 1.242 0 Td
(Beresford, )Tj
0.05 Tc 7.4387 0 0 7.4001 352.53 647.29 Tm
(F. )Tj
7.5377 0 0 7.4001 363.33 647.29 Tm
(D., )Tj
7.7834 0 0 7.4001 377.61 647.29 Tm
("Shoring )Tj
7.5199 0 0 7.4001 411.76 647.29 Tm
(and )Tj
0.0422 Tc 7.4001 0 0 7.4001 427.65 647.29 Tm
(Reshoring )Tj
0.05 Tc 8.3469 0 0 7.4001 464.08 647.29 Tm
(of )Tj
0.0438 Tc 7.4001 0 0 7.4001 474.93 647.29 Tm
(Floors )Tj
-0.0149 Tc 3.272 0 Td
(in )Tj
0.0364 Tc 1.301 0 Td
(Multi\255)Tj
0.0498 Tc -28.582 -1.299 Td
(story )Tj
0.05 Tc 7.598 0 0 7.4001 317.73 637.68 Tm
(Buildings." )Tj
/T1_3 1 Tf
0.0488 Tc 7.8001 0 0 7.8001 360.47 637.68 Tm
(Symposium )Tj
0.0355 Tc 5.501 0 Td
(on )Tj
0.0421 Tc 1.523 0 Td
(Formwork, )Tj
/T1_0 1 Tf
0.05 Tc 7.566 0 0 7.4001 457.12 637.68 Tm
(Concrete )Tj
7.4789 0 0 7.4001 490.99 637.68 Tm
(Institute )Tj
7.7904 0 0 7.4001 522.41 637.68 Tm
(of )Tj
7.4946 0 0 7.4001 297.35 628.09 Tm
(Australia, )Tj
7.6776 0 0 7.4001 333.64 628.09 Tm
(North )Tj
0.0426 Tc 7.4001 0 0 7.4001 356.03 628.09 Tm
(Sydney, )Tj
0.05 Tc 7.634 0 0 7.4001 385.19 628.09 Tm
(Apr. )Tj
-0.0014 Tc 7.4001 0 0 7.4001 404.14 628.09 Tm
(1971. )Tj
-0.0119 Tc -13.469 -1.266 Td
(6. )Tj
0.0364 Tc 1.273 0 Td
(Blakey. )Tj
0.022 Tc 3.827 0 Td
(F. )Tj
0 Tc 1.365 0 Td
(A )Tj
-0.035 Tc 7.3508 0 0 7.4001 358.65 618.72 Tm
(.\225 )Tj
0.05 Tc 7.6766 0 0 7.4001 366.4 618.72 Tm
(and )Tj
0.0486 Tc 7.4001 0 0 7.4001 382.05 618.72 Tm
(Beresford, )Tj
0.022 Tc 5.157 0 Td
(F. )Tj
0.05 Tc 7.5377 0 0 7.4001 430.53 618.72 Tm
(D., )Tj
7.7194 0 0 7.4001 444.57 618.72 Tm
("Stripping )Tj
8.0687 0 0 7.4001 483.28 618.72 Tm
(of )Tj
7.5892 0 0 7.4001 493.65 618.72 Tm
(Formwork )Tj
7.4697 0 0 7.4001 296.8 608.89 Tm
(for )Tj
7.8101 0 0 7.4001 310 608.89 Tm
(Concrete )Tj
7.4001 0 0 7.4001 344.1 608.89 Tm
(in )Tj
0.048 Tc 1.334 0 Td
(Buildings )Tj
0.0175 Tc 4.763 0 Td
(in )Tj
0.05 Tc 7.5268 0 0 7.4001 398.85 608.89 Tm
(Relation )Tj
7.5669 0 0 7.4001 430.78 608.89 Tm
(to )Tj
7.7163 0 0 7.4001 440.5 608.89 Tm
(Structural )Tj
7.8484 0 0 7.4001 478.52 608.89 Tm
(Design," )Tj
/T1_3 1 Tf
0.025 Tc 7.8001 0 0 7.8001 512.73 608.89 Tm
(Civil )Tj
0.0094 Tc -27.696 -1.231 Td
(Engineering )Tj
0.0088 Tc 5.449 0 Td
(Transactions )Tj
/T1_0 1 Tf
0.0466 Tc 7.4001 0 0 7.4001 383.43 599.29 Tm
(\(Barton\). )Tj
-0.0248 Tc 4.454 0 Td
(V. )Tj
0.0454 Tc 1.385 0 Td
(CE6, )Tj
0.05 Tc 8.3236 0 0 7.4001 445.96 599.29 Tm
(No.2, )Tj
0.038 Tc 7.4001 0 0 7.4001 469.13 599.29 Tm
(Oct. )Tj
-0.0014 Tc 2.309 0 Td
(1965, )Tj
0.0444 Tc 2.631 0 Td
(pp. )Tj
0.0199 Tc 1.772 0 Td
(92\267 )Tj
-30.032 -1.33 Td
(95. )Tj
0.0206 Tc 1.005 -1.363 Td
(7. )Tj
0.05 Tc 7.6982 0 0 7.4001 313.17 579.36 Tm
(Fattal. )Tj
0.0394 Tc 7.4001 0 0 7.4001 337.79 579.36 Tm
(S. )Tj
0.05 Tc 7.8963 0 0 7.4001 346.96 579.36 Tm
(G., )Tj
7.9531 0 0 7.4001 360.81 579.36 Tm
("Effect )Tj
8.0687 0 0 7.4001 388.72 579.36 Tm
(of )Tj
7.5496 0 0 7.4001 398.32 579.36 Tm
(Construction )Tj
7.4837 0 0 7.4001 444.44 579.36 Tm
(Loads )Tj
7.4592 0 0 7.4001 467.21 579.36 Tm
(on )Tj
7.444 0 0 7.4001 478 579.36 Tm
(Concrete )Tj
7.811 0 0 7.4001 510.1 579.36 Tm
(Shor\267 )Tj
0.0182 Tc 7.4001 0 0 7.4001 296.34 569.53 Tm
(ing )Tj
0.05 Tc 7.8459 0 0 7.4001 308.98 569.53 Tm
(System," )Tj
/T1_3 1 Tf
0.0282 Tc 7.8001 0 0 7.8001 343.02 569.53 Tm
(Forming )Tj
0.0324 Tc 4.031 0 Td
(Economical )Tj
0.019 Tc 5.388 0 Td
(Concrete )Tj
0.015 Tc 4.15 0 Td
(Buildings. )Tj
/T1_0 1 Tf
0.05 Tc 7.7406 0 0 7.4001 485.25 569.53 Tm
(Portland )Tj
0.0357 Tc 7.4001 0 0 7.4001 517.12 569.53 Tm
(Ce\255)Tj
0.05 Tc 7.5051 0 0 7.4001 296.39 559.92 Tm
(ment )Tj
7.4032 0 0 7.4001 315.59 559.92 Tm
(Association, )Tj
0.0474 Tc 7.4001 0 0 7.4001 359.87 559.92 Tm
(Skokie, )Tj
-0.0014 Tc 3.842 0 Td
(1982, )Tj
0.0444 Tc 2.696 0 Td
(pp. )Tj
-0.035 Tc 7.2438 0 0 7.4001 422.15 559.92 Tm
(10-1 )Tj
0 Tc 7.4001 0 0 7.4001 438.16 559.92 Tm
(-)Tj
-0.0029 Tc 0.754 0 Td
(10-21. )Tj
-0.035 Tc 6.282 0 0 8.1 304.05 550.09 Tm
(R. )Tj
0.05 Tc 7.6746 0 0 7.4001 312.88 550.09 Tm
(Ghosh, )Tj
0.0394 Tc 7.4001 0 0 7.4001 340.67 550.09 Tm
(S. )Tj
0 Tc 1.408 0 Td
(K )Tj
-0.035 Tc 7.3508 0 0 7.4001 357.21 550.09 Tm
(.\225 )Tj
0.05 Tc 7.6043 0 0 7.4001 365.38 550.09 Tm
("Deflections )Tj
8.0687 0 0 7.4001 411.52 550.09 Tm
(of )Tj
7.4749 0 0 7.4001 422.1 550.09 Tm
(Two-Way )Tj
0.0441 Tc 7.4001 0 0 7.4001 458.61 550.09 Tm
(Reinforced )Tj
0.05 Tc 7.505 0 0 7.4001 498.4 550.09 Tm
(Concrete )Tj
7.6936 0 0 7.4001 296.02 540.48 Tm
(Shoring )Tj
7.9685 0 0 7.4001 326.26 540.48 Tm
(System," )Tj
/T1_3 1 Tf
0.0334 Tc 7.8001 0 0 7.8001 361.98 540.48 Tm
(Forming )Tj
0.0461 Tc 4.185 0 Td
(Economical )Tj
0.0322 Tc 5.635 0 Td
(Concrete )Tj
0.0252 Tc 4.365 0 Td
(Buildings, )Tj
/T1_0 1 Tf
0.05 Tc 8.1118 0 0 7.4001 510.68 540.48 Tm
(Port\267 )Tj
0.048 Tc 7.4001 0 0 7.4001 296.34 530.89 Tm
(land )Tj
0.05 Tc 7.5576 0 0 7.4001 313.12 530.89 Tm
(Cement )Tj
7.4032 0 0 7.4001 341.51 530.89 Tm
(Association, )Tj
7.4375 0 0 7.4001 385.55 530.89 Tm
(Skokie, )Tj
-0.0095 Tc 7.4001 0 0 7.4001 414.22 530.89 Tm
(1982, )Tj
0.0444 Tc 2.663 0 Td
(pp, )Tj
-0.0317 Tc 1.809 0 Td
(29-1 )Tj
0 Tc 2.232 0 Td
(-)Tj
0.0126 Tc 0.654 0 Td
(29-21. )Tj
-0.0116 Tc -22.221 -1.265 Td
(9. )Tj
0.05 Tc 7.6312 0 0 7.4001 313.41 521.53 Tm
(Kripanarayanan, )Tj
-0.035 Tc 6.9317 0 0 8 373.41 521.53 Tm
(K. )Tj
/T1_4 1 Tf
0.05 Tc 7.7646 0 0 7.2 383.66 521.53 Tm
(M., )Tj
/T1_0 1 Tf
7.6766 0 0 7.4001 398.8 521.53 Tm
(and )Tj
7.4283 0 0 7.4001 414.45 521.53 Tm
(Branson. )Tj
0.0175 Tc 7.4001 0 0 7.4001 447.33 521.53 Tm
(D. )Tj
0.0214 Tc 8 0 0 8 458.36 521.53 Tm
(E., )Tj
0.05 Tc 7.7586 0 0 7.4001 471.21 521.53 Tm
("Short-Time )Tj
0.0467 Tc 7.4001 0 0 7.4001 517.17 521.53 Tm
(De\267 )Tj
0.002 Tc -29.747 -1.297 Td
(f1ections )Tj
0.05 Tc 8.3469 0 0 7.4001 327.28 511.93 Tm
(of )Tj
7.4028 0 0 7.4001 337.17 511.93 Tm
(Flat )Tj
0.0499 Tc 7.4001 0 0 7.4001 353.01 511.93 Tm
(Plates, )Tj
0.0394 Tc 3.405 0 Td
(Flat )Tj
0.0428 Tc 2.062 0 Td
(Slabs, )Tj
0.05 Tc 7.8332 0 0 7.4001 415.84 511.93 Tm
(and )Tj
7.4749 0 0 7.4001 430.74 511.93 Tm
(Two-Way )Tj
7.8486 0 0 7.4001 465.94 511.93 Tm
(Slabs," )Tj
0.0181 Tc 7.4001 0 0 7.4001 494.15 511.93 Tm
(ACI )Tj
-0.035 Tc 6.7068 0 0 7.4001 510.44 511.93 Tm
(JOUR\255)Tj
6.4392 0 0 7.4001 296.91 502.33 Tm
(NAL. )Tj
/T1_3 1 Tf
0.0134 Tc 7.8001 0 0 7.8001 314.7 502.33 Tm
(Proceedings )Tj
/T1_0 1 Tf
-0.0189 Tc 7.1 0 0 7.1 357.83 502.33 Tm
(V. )Tj
0.0035 Tc 7.4001 0 0 7.4001 368.32 502.33 Tm
(73. )Tj
0.0424 Tc 1.734 0 Td
(No. )Tj
-0.0217 Tc 2.101 0 Td
(12, )Tj
0.0132 Tc 1.685 0 Td
(Dec. )Tj
0.0067 Tc 2.434 0 Td
(1976. )Tj
0.05 Tc 7.5169 0 0 7.4001 447.13 502.33 Tm
(pp. )Tj
0.0198 Tc 7.4001 0 0 7.4001 460.47 502.33 Tm
(686-690. )Tj
0.0107 Tc -21.039 -1.297 Td
(10. )Tj
0.05 Tc 7.6367 0 0 7.4001 318.44 492.73 Tm
(Lasisi, )Tj
8.0334 0 0 7.4001 345.08 492.73 Tm
(Mohammed )Tj
7.4848 0 0 7.4001 390.7 492.73 Tm
(Y., )Tj
8.1466 0 0 7.4001 404.56 492.73 Tm
(and )Tj
0.0424 Tc 7.4001 0 0 7.4001 421.23 492.73 Tm
(Ng, )Tj
0.05 Tc 7.869 0 0 7.4001 436.9 492.73 Tm
(Simon )Tj
0 Tc 7.4001 0 0 7.4001 462.69 492.73 Tm
(F )Tj
-0.035 Tc 7.3508 0 0 7.4001 467.85 492.73 Tm
(.\225 )Tj
0.05 Tc 8.3377 0 0 7.4001 476.48 492.73 Tm
("Construction )Tj
7.4837 0 0 7.4001 296.6 482.89 Tm
(Loads )Tj
7.5337 0 0 7.4001 320.11 482.89 Tm
(Imposed )Tj
7.6923 0 0 7.4001 351.77 482.89 Tm
(on )Tj
0.0394 Tc 7.4001 0 0 7.4001 363.57 482.89 Tm
(High-Rise )Tj
0.05 Tc 7.5612 0 0 7.4001 399.81 482.89 Tm
(Floor )Tj
7.8486 0 0 7.4001 421.06 482.89 Tm
(Slabs," )Tj
/T1_3 1 Tf
0.019 Tc 7.8001 0 0 7.8001 449.37 482.89 Tm
(Concrete )Tj
0.0137 Tc 4.245 0 Td
(International: )Tj
0.0054 Tc -23.878 -1.201 Td
(Design )Tj
/T1_2 1 Tf
0 Tc 7.2 0 0 7.2 321.27 473.52 Tm
(& )Tj
/T1_3 1 Tf
0.0297 Tc 7.8001 0 0 7.8001 329.61 473.52 Tm
(Construction, )Tj
/T1_2 1 Tf
0.049 Tc 6.8001 0 0 6.8001 378.72 473.52 Tm
(V, )Tj
0.05 Tc 8.3038 0 0 7.2 389.53 473.52 Tm
(I, )Tj
/T1_0 1 Tf
8.4226 0 0 7.4001 398.2 473.52 Tm
(No.2, )Tj
0.0497 Tc 7.4001 0 0 7.4001 421.89 473.52 Tm
(Feb, )Tj
-0.0014 Tc 2.434 0 Td
(1979, )Tj
0.0444 Tc 2.696 0 Td
(pp. )Tj
0.0126 Tc 1.777 0 Td
(24-29. )Tj
-0.0217 Tc -22.765 -1.33 Td
(11. )Tj
0.0477 Tc 1.685 0 Td
(Marosszeky, )Tj
0.05 Tc 7.792 0 0 7.4001 362.13 463.68 Tm
(M., )Tj
7.7897 0 0 7.4001 377.85 463.68 Tm
("Construction )Tj
7.4837 0 0 7.4001 429.56 463.68 Tm
(Loads )Tj
7.4049 0 0 7.4001 453.07 463.68 Tm
(Imposed )Tj
-0.0149 Tc 7.4001 0 0 7.4001 484.5 463.68 Tm
(in )Tj
0.0433 Tc 1.338 0 Td
(\\1ulti-Sto\255)Tj
0.0108 Tc -26.758 -1.297 Td
(rey )Tj
0.05 Tc 7.8554 0 0 7.4001 309.46 454.08 Tm
(Structures," )Tj
/T1_3 1 Tf
0.0173 Tc 7.8001 0 0 7.8001 354.81 454.08 Tm
(Civil )Tj
0.0125 Tc 2.396 0 Td
(Engineering )Tj
0.0088 Tc 5.633 0 Td
(Transactions )Tj
/T1_0 1 Tf
0.05 Tc 7.4102 0 0 7.4001 462.63 454.08 Tm
(\(Barton\), )Tj
6.8546 0 0 6.8001 496.55 454.08 Tm
(V. )Tj
7.5437 0 0 7.4001 507.52 454.08 Tm
(CE )Tj
-0.035 Tc 7.3607 0 0 7.4001 519.11 454.08 Tm
(14, )Tj
0.0424 Tc 7.4001 0 0 7.4001 296.43 444.24 Tm
(No. )Tj
0.05 Tc 7.7633 0 0 7.4001 312.19 444.24 Tm
(I. )Tj
7.634 0 0 7.4001 320.39 444.24 Tm
(Apr. )Tj
0.0067 Tc 7.4001 0 0 7.4001 339.34 444.24 Tm
(1972, )Tj
0.05 Tc 7.5169 0 0 7.4001 359.29 444.24 Tm
(pp, )Tj
0.0203 Tc 7.4001 0 0 7.4001 372.88 444.24 Tm
(91-93. )Tj
-0.0217 Tc -9.267 -1.361 Td
(12. )Tj
0.05 Tc 7.5364 0 0 7.4001 316.79 434.17 Tm
(ACI )Tj
7.6256 0 0 7.4001 334.24 434.17 Tm
(Committee )Tj
0.0164 Tc 7.4001 0 0 7.4001 374.37 434.17 Tm
(435, )Tj
0.05 Tc 7.7105 0 0 7.4001 391.77 434.17 Tm
("Allowable )Tj
7.5136 0 0 7.4001 434.13 434.17 Tm
(Deflections," )Tj
0.046 Tc 7.4001 0 0 7.4001 482.07 434.17 Tm
(\(ACI )Tj
0.0394 Tc 2.7 0 Td
(435.3R-)Tj
0.0453 Tc -27.867 -1.33 Td
(68\)\(Reaffirmed )Tj
0.0036 Tc 7.307 0 Td
(1984\), )Tj
0.05 Tc 7.4542 0 0 7.4001 372.23 424.33 Tm
(American )Tj
0.0487 Tc 7.4001 0 0 7.4001 407.2 424.33 Tm
(Concrete )Tj
0.039 Tc 4.382 0 Td
(Institute, )Tj
0.0397 Tc 4.413 0 Td
(Detroit, )Tj
-0.0095 Tc 3.893 0 Td
(1968, )Tj
-0.035 Tc 6.7145 0 0 7.4001 521.53 424.33 Tm
(12 )Tj
0.05 Tc 7.5169 0 0 7.4001 295.93 414.96 Tm
(pp. )Tj
-0.0217 Tc 7.4001 0 0 7.4001 304.3 404.89 Tm
(13. )Tj
0.05 Tc 7.6229 0 0 7.4001 316.5 404.89 Tm
(Taylor )Tj
7.7083 0 0 7.4001 341.73 404.89 Tm
(P. )Tj
8.0747 0 0 7.4001 352.04 404.89 Tm
(J., )Tj
7.8484 0 0 7.4001 363.69 404.89 Tm
("Effects )Tj
8.3469 0 0 7.4001 394.72 404.89 Tm
(of )Tj
7.5892 0 0 7.4001 404.85 404.89 Tm
(Formwork )Tj
0.0497 Tc 7.4001 0 0 7.4001 442.67 404.89 Tm
(StrippingTime )Tj
0.05 Tc 7.4592 0 0 7.4001 493.13 404.89 Tm
(on )Tj
0.0227 Tc 7.4001 0 0 7.4001 504.21 404.89 Tm
(Deflec\255)Tj
0.05 Tc 7.5118 0 0 7.4001 296.14 395.29 Tm
(tions )Tj
8.3469 0 0 7.4001 316 395.29 Tm
(of )Tj
7.8299 0 0 7.4001 326.37 395.29 Tm
(Flat )Tj
7.4149 0 0 7.4001 343.31 395.29 Tm
(Slabs )Tj
7.8332 0 0 7.4001 364.48 395.29 Tm
(and )Tj
8.1714 0 0 7.4001 380.6 395.29 Tm
(Plates," )Tj
/T1_3 1 Tf
0.0412 Tc 7.8001 0 0 7.8001 412.44 395.29 Tm
(Australian )Tj
0.025 Tc 5.073 0 Td
(Civil )Tj
0.0248 Tc 2.458 0 Td
(Engineering )Tj
0.05 Tc 7.8433 0 0 7.8001 515.47 395.29 Tm
(and )Tj
0.0328 Tc 7.8001 0 0 7.8001 295.77 385.93 Tm
(Construction )Tj
/T1_0 1 Tf
0.05 Tc 7.4073 0 0 7.4001 342.39 385.93 Tm
(\(Melbourne\), )Tj
-0.035 Tc 7.2229 0 0 7.4001 389.27 385.93 Tm
(V. )Tj
-0.0014 Tc 7.4001 0 0 7.4001 399.71 385.93 Tm
(8, )Tj
0.05 Tc 8.4226 0 0 7.4001 408.76 385.93 Tm
(No.2, )Tj
0.0173 Tc 7.4001 0 0 7.4001 432.69 385.93 Tm
(Feb, )Tj
-0.0014 Tc 2.401 0 Td
(1967. )Tj
0.05 Tc 7.5169 0 0 7.4001 470.17 385.93 Tm
(pp, )Tj
0.0097 Tc 7.4001 0 0 7.4001 483.76 385.93 Tm
(31-35. )Tj
-0.035 Tc 7.3607 0 0 7.4001 304.31 376.33 Tm
(14. )Tj
0.05 Tc 7.5081 0 0 7.4001 316.5 376.33 Tm
(Taylor, )Tj
8.1923 0 0 7.4001 344.65 376.33 Tm
(p, )Tj
8.0747 0 0 7.4001 355.16 376.33 Tm
(J., )Tj
7.6766 0 0 7.4001 366.88 376.33 Tm
(and )Tj
7.5226 0 0 7.4001 382.53 376.33 Tm
(Heiman, )Tj
7.755 0 0 7.4001 414.44 376.33 Tm
(J. )Tj
7.6143 0 0 7.6 423.8 376.33 Tm
(L., )Tj
8.062 0 0 7.4001 437.13 376.33 Tm
("Long )Tj
7.5244 0 0 7.4001 462.18 376.33 Tm
(Term )Tj
0.038 Tc 7.4001 0 0 7.4001 483.57 376.33 Tm
(Deflection )Tj
0.05 Tc 8.0687 0 0 7.4001 520.72 376.33 Tm
(of )Tj
7.4176 0 0 7.4001 296.13 366.49 Tm
(Reinforced )Tj
7.566 0 0 7.4001 335.92 366.49 Tm
(Concrete )Tj
0.035 Tc 7.4001 0 0 7.4001 369.23 366.49 Tm
(Slabs )Tj
0.05 Tc 7.8332 0 0 7.4001 389.68 366.49 Tm
(and )Tj
7.8872 0 0 7.4001 405.33 366.49 Tm
(Plates." )Tj
7.5364 0 0 7.4001 435.83 366.49 Tm
(ACI )Tj
-0.035 Tc 6.6464 0 0 7.4001 453.56 366.49 Tm
(JOURNAL, )Tj
/T1_3 1 Tf
0.0103 Tc 7.8001 0 0 7.8001 487.98 366.49 Tm
(Proceedings )Tj
/T1_0 1 Tf
-0.035 Tc 7.2229 0 0 7.4001 296.15 357.13 Tm
(V. )Tj
0.0035 Tc 7.4001 0 0 7.4001 306.64 357.13 Tm
(74, )Tj
0.05 Tc 7.4807 0 0 7.4001 319.47 357.13 Tm
(No. )Tj
0 Tc 7.4001 0 0 7.4001 335.47 357.13 Tm
(I )Tj
0.0479 Tc 0.519 0 Td
(I, )Tj
0.0454 Tc 1.113 0 Td
(Nov. )Tj
-0.0014 Tc 2.653 0 Td
(1977, )Tj
0.0444 Tc 2.696 0 Td
(pp. )Tj
0.0119 Tc 1.834 0 Td
(556-561. )Tj
-0.0217 Tc -13.059 -1.33 Td
(15. )Tj
0.05 Tc 7.4669 0 0 7.4001 316.54 347.29 Tm
(Webster, )Tj
0.0466 Tc 7.4001 0 0 7.4001 349.89 347.29 Tm
(Frederick )Tj
0 Tc 4.705 0 Td
(A )Tj
-0.035 Tc 6.8914 0 0 7.4001 391.3 347.29 Tm
(.\225 )Tj
0.05 Tc 7.4807 0 0 7.4001 399.46 347.29 Tm
("Reliability )Tj
8.0687 0 0 7.4001 441.52 347.29 Tm
(of )Tj
0.0477 Tc 7.4001 0 0 7.4001 452.13 347.29 Tm
(Multistory )Tj
0.0357 Tc 5.143 0 Td
(Slab )Tj
0.0439 Tc 2.368 0 Td
(Struc\255)Tj
0.05 Tc 7.8518 0 0 7.4001 295.9 337.68 Tm
(tures )Tj
7.9714 0 0 7.4001 316.55 337.68 Tm
(Against )Tj
7.8794 0 0 7.4001 347.73 337.68 Tm
(Progressive )Tj
7.7451 0 0 7.4001 391.84 337.68 Tm
(CoJlapse )Tj
7.9075 0 0 7.4001 426.2 337.68 Tm
(During )Tj
8.3742 0 0 7.4001 454.23 337.68 Tm
(Construction," )Tj
7.5364 0 0 7.4001 513.11 337.68 Tm
(ACI )Tj
-0.035 Tc 6.8047 0 0 7.4001 295.64 328.08 Tm
(JOURNAL, )Tj
/T1_3 1 Tf
0.0134 Tc 7.8001 0 0 7.8001 330.06 328.08 Tm
(Proceedings )Tj
/T1_0 1 Tf
0 Tc 7.4001 0 0 7.4001 373.19 328.08 Tm
(V )Tj
0.0035 Tc 1.385 0 Td
(77, )Tj
0.05 Tc 8.4226 0 0 7.4001 396.52 328.08 Tm
(No.6, )Tj
0.0431 Tc 7.4001 0 0 7.4001 420.51 328.08 Tm
(Nov.-Dec. )Tj
-0.0014 Tc 5.053 0 Td
(1980, )Tj
0.0444 Tc 2.696 0 Td
(pp. )Tj
0.0185 Tc 1.778 0 Td
(449-457. )Tj
-0.0217 Tc -25.263 -1.296 Td
(16. )Tj
0.05 Tc 7.4406 0 0 7.4001 316.54 318.49 Tm
(Wheen, )Tj
-0.0056 Tc 7.4001 0 0 7.4001 345.09 318.49 Tm
(R. )Tj
0.05 Tc 8.0747 0 0 7.9001 355.64 318.49 Tm
(J., )Tj
7.7027 0 0 7.4001 367.53 318.49 Tm
("Positive )Tj
7.6365 0 0 7.4001 401.44 318.49 Tm
(Control )Tj
8.0687 0 0 7.4001 430.24 318.49 Tm
(of )Tj
7.5918 0 0 7.4001 439.84 318.49 Tm
(Construction )Tj
7.459 0 0 7.4001 486.45 318.49 Tm
(Floor )Tj
0.0493 Tc 7.4001 0 0 7.4001 507.56 318.49 Tm
(Loads )Tj
0.0175 Tc -28.673 -1.297 Td
(in )Tj
0.05 Tc 7.4188 0 0 7.4001 304.77 308.89 Tm
(Multistory )Tj
7.505 0 0 7.4001 342.4 308.89 Tm
(Concrete )Tj
7.5024 0 0 7.4001 375.57 308.89 Tm
(Buildings," )Tj
/T1_3 1 Tf
0.0441 Tc 7.8001 0 0 7.8001 416.7 308.89 Tm
(Report, )Tj
/T1_0 1 Tf
0.05 Tc 7.5052 0 0 7.4001 445.41 308.89 Tm
(Department )Tj
8.0687 0 0 7.4001 487.6 308.89 Tm
(of )Tj
0.017 Tc 7.4001 0 0 7.4001 497.2 308.89 Tm
(Civil )Tj
0.05 Tc 7.6288 0 0 7.4001 515.72 308.89 Tm
(En\267 )Tj
7.4827 0 0 7.4001 295.38 299.05 Tm
(gineering, )Tj
7.4118 0 0 7.4001 332.87 299.05 Tm
(University )Tj
8.3469 0 0 7.4001 371.2 299.05 Tm
(of )Tj
7.4436 0 0 7.4001 381.23 299.05 Tm
(Sydney, )Tj
0.0067 Tc 7.4001 0 0 7.4001 412.06 299.05 Tm
(1973. )Tj
0.05 Tc 7.4094 0 0 7.4001 432.95 299.05 Tm
(Also. )Tj
/T1_3 1 Tf
0.0258 Tc 7.8001 0 0 7.8001 453.9 299.05 Tm
(Proceedings, )Tj
/T1_0 1 Tf
0.05 Tc 7.6542 0 0 7.4001 501.04 299.05 Tm
(Confer\255)Tj
0.0348 Tc 7.4001 0 0 7.4001 295.36 288.96 Tm
(ence )Tj
0.05 Tc 7.4592 0 0 7.4001 312.65 288.96 Tm
(on )Tj
0.0428 Tc 7.4001 0 0 7.4001 323.46 288.96 Tm
(Tall )Tj
0.0365 Tc 2.177 0 Td
(Buildings, )Tj
0.05 Tc 7.5831 0 0 7.4001 376.05 288.96 Tm
(Madrid, )Tj
0.0373 Tc 7.4001 0 0 7.4001 405.95 288.96 Tm
(Sept. )Tj
-0.0095 Tc 2.739 0 Td
(1973, )Tj
0.0444 Tc 2.663 0 Td
(pp. )Tj
0.0339 Tc 1.912 0 Td
(\\5-27. )Tj
0.0107 Tc -21.083 -1.297 Td
(17. )Tj
0.05 Tc 7.6573 0 0 7.4001 317.01 279.36 Tm
(Wheen, )Tj
7.6045 0 0 7.4001 347.25 279.36 Tm
(Robert )Tj
8.564 0 0 7.4001 373.87 279.36 Tm
(J., )Tj
8.6564 0 0 7.4001 386.72 279.36 Tm
("An )Tj
7.5725 0 0 7.4001 406.03 279.36 Tm
(Invention )Tj
7.2758 0 0 6.9001 442.3 279.36 Tm
(to )Tj
7.7806 0 0 7.4001 452.32 279.36 Tm
(Control )Tj
7.7183 0 0 7.4001 482.56 279.36 Tm
(Construction )Tj
7.7655 0 0 7.4001 295.65 269.52 Tm
(Floor )Tj
7.7574 0 0 7.4001 317.72 269.52 Tm
(Loads )Tj
0.0175 Tc 7.4001 0 0 7.4001 341.94 269.52 Tm
(in )Tj
0.05 Tc 7.446 0 0 7.4001 351.3 269.52 Tm
(Tall )Tj
7.6881 0 0 7.4001 368.32 269.52 Tm
(Concrete )Tj
7.7414 0 0 7.4001 402.69 269.52 Tm
(Buildings," )Tj
/T1_3 1 Tf
0.0322 Tc 7.8001 0 0 7.8001 446.01 269.52 Tm
(Concrete )Tj
0.0279 Tc 4.368 0 Td
(International: )Tj
0.0054 Tc -23.693 -1.199 Td
(Design )Tj
/T1_2 1 Tf
0 Tc 7.2 0 0 7.2 320.55 260.17 Tm
(& )Tj
/T1_3 1 Tf
0.0272 Tc 7.8001 0 0 7.8001 328.89 260.17 Tm
(Construction, )Tj
/T1_0 1 Tf
-0.035 Tc 7.2229 0 0 7.4001 377.99 260.17 Tm
(V. )Tj
-0.0212 Tc 7.4001 0 0 7.4001 388.29 260.17 Tm
(4, )Tj
0.05 Tc 8.4226 0 0 7.4001 397.48 260.17 Tm
(No.5, )Tj
-0.035 Tc 6.9811 0 0 7.4001 421.27 260.17 Tm
(:Vlay )Tj
-0.0014 Tc 7.4001 0 0 7.4001 439.18 260.17 Tm
(1982, )Tj
0.0444 Tc 2.696 0 Td
(pp. )Tj
0.0092 Tc 1.801 0 Td
(56-62. )Tj
-0.0055 Tc -22.789 -1.297 Td
(18. )Tj
0.05 Tc 7.5628 0 0 7.4001 316.29 250.57 Tm
(Bazant, )Tj
7.4854 0 0 7.4001 345.34 250.57 Tm
(Z. )Tj
8.2059 0 0 7.4001 356.36 250.57 Tm
(P., )Tj
7.8982 0 0 7.4001 370.17 250.57 Tm
("Theory )Tj
8.3469 0 0 7.4001 402.16 250.57 Tm
(of )Tj
0.0497 Tc 7.4001 0 0 7.4001 412.72 250.57 Tm
(Creep )Tj
0.05 Tc 7.5199 0 0 7.4001 435.76 250.57 Tm
(and )Tj
7.4433 0 0 7.4001 451.31 250.57 Tm
(Shrinkage )Tj
-0.0149 Tc 7.4001 0 0 7.4001 488.1 250.57 Tm
(in )Tj
0.05 Tc 7.505 0 0 7.4001 497.44 250.57 Tm
(Concrete )Tj
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(Structures: )Tj
0 Tc 5.238 0 Td
(A )Tj
0.0273 Tc 1.197 0 Td
(Precis )Tj
0.05 Tc 8.0687 0 0 7.4001 364.96 240.97 Tm
(of )Tj
0.0234 Tc 7.4001 0 0 7.4001 375.09 240.97 Tm
(Recent )Tj
0.05 Tc 7.4762 0 0 7.4001 400.05 240.97 Tm
(Developments." )Tj
/T1_3 1 Tf
-0.0136 Tc 7.8001 0 0 7.8001 455.87 240.97 Tm
(:\\1echanics )Tj
0.0089 Tc 4.888 0 Td
(Today, )Tj
/T1_0 1 Tf
-0.035 Tc 6.9649 0 0 7.4001 519.83 240.97 Tm
(V. )Tj
-0.0176 Tc 7.4001 0 0 7.4001 295.4 231.37 Tm
(2, )Tj
0.05 Tc 7.6596 0 0 7.4001 304.53 231.37 Tm
(Pergamon )Tj
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(Press, )Tj
7.548 0 0 7.4001 364.04 231.37 Tm
(Elmsford, )Tj
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(1975, )Tj
0.0444 Tc 2.663 0 Td
(pp. )Tj
-0.0083 Tc 1.909 0 Td
(1-93. )Tj
-0.0055 Tc -17.773 -1.299 Td
(19. )Tj
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(Bazant, )Tj
0.0279 Tc 7.4001 0 0 7.4001 344.38 221.76 Tm
(Z. )Tj
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(P., )Tj
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("Mathematical )Tj
/C0_0 1 Tf
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<007E0031003000640065006C00730020>Tj
/T1_0 1 Tf
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(of )Tj
0.0497 Tc 7.4001 0 0 7.4001 457.12 221.76 Tm
(Creep )Tj
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(and )Tj
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(Shrinkage )Tj
-0.0149 Tc 7.4001 0 0 7.4001 295.62 212.17 Tm
(in )Tj
0.05 Tc 7.8101 0 0 7.4001 304.96 212.17 Tm
(Concrete )Tj
8.0392 0 0 7.4001 339.45 212.17 Tm
(Structures," )Tj
/T1_3 1 Tf
0.0152 Tc 7.8001 0 0 7.8001 386.25 212.17 Tm
(Creep )Tj
0.05 Tc 7.9941 0 0 7.8001 409.39 212.17 Tm
(and )Tj
0.0345 Tc 7.8001 0 0 7.8001 425.51 212.17 Tm
(Shrinkage )Tj
-0.035 Tc 7.6135 0 0 7.8001 463.11 212.17 Tm
(in )Tj
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(Concrete )Tj
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(Struc\255)Tj
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(tures, )Tj
/T1_0 1 Tf
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(John )Tj
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(Wiley )Tj
/T1_2 1 Tf
0 Tc 7.2 0 0 7.2 357.51 202.57 Tm
(& )Tj
/T1_0 1 Tf
0.05 Tc 7.4224 0 0 7.4001 365.63 202.57 Tm
(Sons, )Tj
0.0463 Tc 7.4001 0 0 7.4001 386.56 202.57 Tm
(Chichester, )Tj
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(1982, )Tj
0.0444 Tc 2.663 0 Td
(pp. )Tj
0.0034 Tc 1.877 0 Td
(163-256. )Tj
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(20. )Tj
0.05 Tc 7.4173 0 0 7.4001 316.29 192.97 Tm
(Bazant, )Tj
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(Zdenek, )Tj
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(and )Tj
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(Chern, )Tj
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(Jenn-Chuan, )Tj
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("Triple )Tj
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(Power )Tj
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(Law )Tj
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(for )Tj
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(Concrete )Tj
8.0208 0 0 7.4001 341.2 183.13 Tm
(Creep," )Tj
/T1_3 1 Tf
0.0291 Tc 7.8001 0 0 7.8001 371.6 183.13 Tm
(Journal )Tj
0.05 Tc 9.8154 0 0 7.8001 400.24 183.13 Tm
(of )Tj
0.0094 Tc 7.8001 0 0 7.8001 410.22 183.13 Tm
(Engineering )Tj
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(:\\1echanics, )Tj
/T1_0 1 Tf
0.05 Tc 7.5246 0 0 7.4001 492.95 183.13 Tm
(ASCE. )Tj
-0.0248 Tc 7.4001 0 0 7.4001 519.35 183.13 Tm
(V. )Tj
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(Ill, )Tj
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(No. )Tj
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(I. )Tj
0.05 Tc 7.7965 0 0 7.4001 336.2 173.29 Tm
(Jan. )Tj
0.0067 Tc 7.4001 0 0 7.4001 353.74 173.29 Tm
(1985. )Tj
0.0444 Tc 2.728 0 Td
(pp. )Tj
0.0137 Tc 1.803 0 Td
(63-83. )Tj
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(21. )Tj
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(Bazant, )Tj
0.0279 Tc 7.4001 0 0 7.4001 344.38 163.68 Tm
(Z. )Tj
0.05 Tc 7.785 0 0 7.4001 354.93 163.68 Tm
(P., )Tj
7.5199 0 0 7.4001 367.36 163.68 Tm
(and )Tj
7.6162 0 0 7.4001 382.24 163.68 Tm
(Osman, )Tj
7.6181 0 0 7.4001 411.32 163.68 Tm
(E., )Tj
7.9087 0 0 7.4001 424.41 163.68 Tm
("Double )Tj
7.449 0 0 7.4001 456.21 163.68 Tm
(Power )Tj
0.0267 Tc 7.4001 0 0 7.4001 479.96 163.68 Tm
(Law )Tj
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(for )Tj
0.0104 Tc 1.726 0 Td
(Basic )Tj
0.05 Tc 7.4901 0 0 7.4001 295.12 153.85 Tm
(Creep )Tj
8.3469 0 0 7.4001 317.44 153.85 Tm
(of )Tj
7.8271 0 0 7.4001 327.52 153.85 Tm
(Concrete." )Tj
/T1_3 1 Tf
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(l\\1aterials )Tj
0.05 Tc 7.8433 0 0 7.8001 401.71 153.85 Tm
(and )Tj
0.0036 Tc 7.8001 0 0 7.8001 416.87 153.85 Tm
(Structllres, )Tj
0.0013 Tc 4.994 0 Td
(Research )Tj
0.039 Tc 4.109 0 Td
(and )Tj
-0.0043 Tc 2.017 0 Td
(Testing )Tj
/T1_0 1 Tf
0.05 Tc 7.6736 0 0 7.4001 294.87 144.25 Tm
(\(RILEM, )Tj
0.0481 Tc 7.4001 0 0 7.4001 329.25 144.25 Tm
(Paris\), )Tj
-0.035 Tc 6.9649 0 0 7.4001 354.23 144.25 Tm
(V. )Tj
0.0208 Tc 7.4001 0 0 7.4001 364.24 144.25 Tm
(9, )Tj
0.0424 Tc 1.247 0 Td
(No, )Tj
0.0151 Tc 2.035 0 Td
(49, )Tj
0.05 Tc 7.5743 0 0 7.4001 401.48 144.25 Tm
(Jan.-Feb. )Tj
-0.0014 Tc 7.4001 0 0 7.4001 436.3 144.25 Tm
(1976, )Tj
0.0282 Tc 2.728 0 Td
(pp. )Tj
0.0281 Tc 1.772 0 Td
(3\26711. )Tj
0.0007 Tc -22.502 -1.362 Td
(22. )Tj
0.0459 Tc 1.818 0 Td
(Bazant, )Tj
0.0279 Tc 3.828 0 Td
(Z. )Tj
0.05 Tc 7.9955 0 0 7.4001 355.41 134.17 Tm
(P., )Tj
7.6766 0 0 7.4001 368.32 134.17 Tm
(and )Tj
7.5977 0 0 7.4001 383.97 134.17 Tm
(Panula. )Tj
0.0353 Tc 7.6 0 0 7.6 412.76 134.17 Tm
(L., )Tj
0.05 Tc 7.738 0 0 7.4001 425.85 134.17 Tm
("Practical )Tj
0.0428 Tc 7.4001 0 0 7.4001 463.41 134.17 Tm
(Prediction )Tj
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(of )Tj
0.0491 Tc 7.4001 0 0 7.4001 510.18 134.17 Tm
(Time )Tj
0.05 Tc 7.641 0 0 7.4001 295.65 124.56 Tm
(Dependent )Tj
7.7247 0 0 7.4001 336.21 124.56 Tm
(Deformations )Tj
8.3469 0 0 7.4001 386.56 124.56 Tm
(of )Tj
7.469 0 0 7.4001 397.12 124.56 Tm
(Concrete," )Tj
/T1_3 1 Tf
0.0167 Tc 7.8001 0 0 7.8001 439.23 124.56 Tm
(,\\1atenals )Tj
0.05 Tc 7.8433 0 0 7.8001 474.19 124.56 Tm
(and )Tj
0.0248 Tc 7.8001 0 0 7.8001 489.83 124.56 Tm
(Structures. )Tj
0.0233 Tc -24.914 -1.231 Td
(Research )Tj
0.05 Tc 7.9941 0 0 7.8001 329.71 114.96 Tm
(and )Tj
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(Testing )Tj
/T1_0 1 Tf
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(\(RILEM, )Tj
7.5376 0 0 7.4001 410.37 114.96 Tm
(Paris\), )Tj
-0.035 Tc 7.2229 0 0 7.4001 436.79 114.96 Tm
(V. )Tj
0.05 Tc 8.3892 0 0 7.4001 448.98 114.96 Tm
(II, )Tj
7.4807 0 0 7.4001 462.03 114.96 Tm
(No. )Tj
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(65. )Tj
0.05 Tc 7.5765 0 0 7.4001 491.86 114.96 Tm
(Sept.-Oct. )Tj
-0.0014 Tc 7.4001 0 0 7.4001 295.9 105.36 Tm
(1978. )Tj
0.0444 Tc 2.728 0 Td
(pp. )Tj
0.0177 Tc 1.836 0 Td
(307-328; )Tj
-0.035 Tc 6.9649 0 0 7.4001 361.19 105.36 Tm
(V. )Tj
0.05 Tc 8.3892 0 0 7.4001 372.42 105.36 Tm
(II, )Tj
0.0424 Tc 7.4001 0 0 7.4001 384.75 105.36 Tm
(No. )Tj
0.0035 Tc 2.027 0 Td
(66. )Tj
0.0431 Tc 1.8 0 Td
(Nov.-Dec. )Tj
-0.0014 Tc 5.053 0 Td
(1978, )Tj
0.0444 Tc 2.728 0 Td
(pp. )Tj
0.0219 Tc 1.811 0 Td
(415\267434; )Tj
0.05 Tc 7.5199 0 0 7.4001 514.96 105.36 Tm
(and )Tj
-0.035 Tc 7.2229 0 0 7.4001 295.67 95.76 Tm
(V. )Tj
-0.0217 Tc 7.4001 0 0 7.4001 306.7 95.76 Tm
(12, )Tj
0.0424 Tc 1.661 0 Td
(No. )Tj
0.0197 Tc 2.027 0 Td
(69. )Tj
0.0086 Tc 1.77 0 Td
(:Vlay-June )Tj
-0.0014 Tc 4.92 0 Td
(1979, )Tj
0.0444 Tc 2.696 0 Td
(pp. )Tj
0.0034 Tc 1.909 0 Td
(169-183. )Tj
/T1_2 1 Tf
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(ACI )Tj
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(JOURNAL )Tj
/T1_4 1 Tf
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(I )Tj
/T1_2 1 Tf
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(September-October )Tj
-0.0153 Tc 9.3 0 0 9.3 506.34 26.16 Tm
(1986 )Tj
ET
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