%PDF-1.4
%
1 0 obj
<>>>
endobj
2 0 obj
<>stream
2020-11-24T11:33:05+01:00
2020-11-24T11:33:06+01:00
2020-11-24T11:33:06+01:00
Adobe InDesign 15.1 (Windows)
uuid:fb5c37e8-e2a1-48fd-9b84-4673747eaf09
adobe:docid:indd:673d4a6f-c553-11e6-a3ee-cd63611b709a
xmp.id:66d15622-f362-744f-8662-c25f0b1d6ef8
proof:pdf
xmp.iid:ac4d9dca-c461-aa4e-bcd4-ec0c383d4b31
xmp.did:73C163CBAD06EA11B35E8F3FA98F3104
adobe:docid:indd:673d4a6f-c553-11e6-a3ee-cd63611b709a
default
converted
from application/x-indesign to application/pdf
Adobe InDesign 15.1 (Windows)
/
2020-11-24T11:33:05+01:00
application/pdf
Adobe PDF Library 15.0
False
endstream
endobj
14 0 obj
<>
endobj
15 0 obj
<>
endobj
3 0 obj
<>
endobj
18 0 obj
<>
endobj
19 0 obj
<>
endobj
10 0 obj
</LastModified/NumberofPages 1/OriginalDocumentID/PageUIDList<0 535>>/PageWidthList<0 481.89>>>>>>/Resources<>/ExtGState<>/Font<>/ProcSet[/PDF/Text/ImageC/ImageI]/XObject<>>>/TrimBox[0.0 0.0 481.89 680.315]/Type/Page>>
endobj
11 0 obj
</LastModified/NumberofPages 1/OriginalDocumentID/PageUIDList<0 536>>/PageWidthList<0 481.89>>>>>>/Resources<>/ExtGState<>/Font<>/ProcSet[/PDF/Text/ImageC/ImageI]/Properties<>/XObject<>>>/TrimBox[0.0 0.0 481.89 680.315]/Type/Page>>
endobj
12 0 obj
</LastModified/NumberofPages 1/OriginalDocumentID/PageUIDList<0 542>>/PageWidthList<0 481.89>>>>>>/Resources<>/ExtGState<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/TrimBox[0.0 0.0 481.89 680.315]/Type/Page>>
endobj
13 0 obj
</LastModified/NumberofPages 1/OriginalDocumentID/PageUIDList<0 24643>>/PageWidthList<0 481.89>>>>>>/Resources<>/ExtGState<>/Font<>/ProcSet[/PDF/Text/ImageC/ImageI]/XObject<>>>/TrimBox[0.0 0.0 481.89 680.315]/Type/Page>>
endobj
20 0 obj
</LastModified/NumberofPages 1/OriginalDocumentID/PageUIDList<0 24654>>/PageWidthList<0 481.89>>>>>>/Resources<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/TrimBox[0.0 0.0 481.89 680.315]/Type/Page>>
endobj
21 0 obj
</LastModified/NumberofPages 1/OriginalDocumentID/PageUIDList<0 24661>>/PageWidthList<0 481.89>>>>>>/Resources<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/TrimBox[0.0 0.0 481.89 680.315]/Type/Page>>
endobj
22 0 obj
</LastModified/NumberofPages 1/OriginalDocumentID/PageUIDList<0 24672>>/PageWidthList<0 481.89>>>>>>/Resources<<>>/TrimBox[0.0 0.0 481.89 680.315]/Type/Page>>
endobj
75 0 obj
<>stream
endstream
endobj
73 0 obj
[76 0 R]
endobj
74 0 obj
<>stream
q
/GS0 gs
0 TL/Fm0 Do
Q
BT
0 0 0 1 k
/GS1 gs
/TT0 1 Tf
10 0 0 10 415.8661 631.9038 Tm
(125)Tj
0.003 Tc 0.082 Tw 9.1148 0 0 9 62.3622 614.5472 Tm
[([)7.2 (4)9.3 (])]TJ
/Span<>> BDC
1.151 0 Td
( )Tj
EMC
1.212 0 Td
[(Liu )18.5 (W)91.8 (. and Huang C., \223Experimental investigation on punching shear behavio\
ur of concrete)3.1 ( )]TJ
0 Tc 0.064 Tw 9 0 0 9 83.9055 603.7472 Tm
[(slab-nonrectangular )0.9 (column connec)0.5 (tions\224, )]TJ
/C2_0 1 Tf
0 Tw [<002D00520058005500510044004F0003>-64 <005200490003>-64 <00250058004C004F0047004C0051004A0003>-63.5 <00360057005500580046005700580055>36.9 <00480056000F0003>]TJ
/TT0 1 Tf
0.064 Tw 30.267 0 Td
(vol. 25, no. 4, 2004, )Tj
0 Tw -30.267 -1.2 Td
(pp. 26-33, \(in Chinese\).)Tj
0.002 Tc 0.082 Tw 9.0643 0 0 9 62.3622 579.3126 Tm
[([)4.4 (5)5.5 (])]TJ
/Span<>> BDC
1.158 0 Td
( )Tj
EMC
1.219 0 Td
[(ACI Committee 318, Building Code Requirements for Structural Concrete \(\
ACI 318-19\) and)2 ( )]TJ
-0.001 Tc -0.051 Tw 8.9476 0 0 9 83.9055 568.5125 Tm
[(C)0.5 (om)0.6 (m)0.7 (e)0.6 (nt)0.7 (a)0.6 (ry)0.5 ( o)0.5 (n B)0.5 (ui)0.7 (l)0.6 (di)0.7 (ng)0.5 ( C)0.5 (od)0.5 (e)0.6 ( Re)0.6 (q)0.5 (u)0.5 (i)0.6 (re)0.6 (m)0.7 (e)0.6 (nt)0.7 (s fo)0.5 (r)0.5 ( St)0.6 (r)0.5 (uc)0.7 (t)0.6 (ur)0.5 (a)0.6 (l)0.6 ( Co)0.5 (n)0.5 (c)0.6 (re)0.6 (t)0.7 (e)0.6 ( \()0.5 (ACI)0.5 ( 3)0.5 (18)0.5 (R)0.5 (-1)0.5 (9\))0.5 (, Fa)0.6 (rm)0.7 (i)0.6 (n)0.5 (gt)0.6 (o)0.5 (n)-1 ( )]TJ
0 Tc 0 Tw 9 0 0 9 83.9055 557.7125 Tm
[(Hills, MI: )55.4 (American Concrete Institute, 2019.)]TJ
0.008 Tw -2.394 -1.515 Td
([6])Tj
/Span<>> BDC
( )Tj
EMC
2.394 0 Td
[(European )0.9 (Committee )1.6 (For Standardization, )1.6 (Eurocode )1 (2: )0.7 (Design )0.5 (of )0.5 (concrete )1.3 (structures )0.8 (\226 )0.5 (Part )0.7 (1-1: )]TJ
0 Tw 0 -1.2 Td
(General Rules and Rules for Buildings, Brussels, Belgium, 2004.)Tj
-0.05 Tw 8.9982 0 0 9 62.3622 519.6432 Tm
([7])Tj
/Span<>> BDC
( )Tj
EMC
2.394 0 Td
[(Genikomsou )55.3 (A.S., Milligan G.J. and Polak M.A., \223Modeling Parameters in Punching \
Shear Finite )]TJ
0 Tw 9 0 0 9 83.9055 508.8433 Tm
[(Element )56.1 (Analysis of Concrete Slabs\224, )]TJ
/TT1 1 Tf
15.33 0 Td
(ACI Special Publication)Tj
/TT0 1 Tf
9.72 0 Td
(, vol. 328, 2018, pp. 12.1-12.24.)Tj
/C2_1 1 Tf
0.002 Tc -0.002 Tw 9.0598 0 0 9 62.3622 495.2086 Tm
[<003E>4.2 <001B>5.3 <0040>]TJ
/Span<>> BDC
1.158 0 Td
<0003>Tj
EMC
1.22 0 Td
[<002B0044>0.5 <005A004E004C>0.5 <005100560003>-81.6 <0031001100300011000F0003>-81.6 <00290044>0.5 <004F>0.5 <004F>0.5 <00560048>0.5 <00510003>-81.6 <002B0011002500110003>-81.6 <0044>0.5 <005100470003>-81.6 <002B004C>0.5 <00510052004D>0.6 <005200560044>0.5 <0003>-81.6 <0035001100260011000F0003>-81.6 <00B3>0.5 <002C005100C000580048>0.5 <00510046>0.5 <0048>0.5 <0003>-81.6 <005200490003>-81.6 <00260052004F>0.5 <00580050>0.5 <00510003>-81.6 <00350048>0.5 <0046>0.5 <0057>0.5 <0044>0.5 <0051004A0058004F>0.5 <0044>0.5 <0055004C>0.5 <0057>0.6 <005C0003>-81.6 <005200510003>-81.6 <0057>0.5 <004B0048>2.1 <0003>]TJ
/TT0 1 Tf
0 Tc 0 Tw 9 0 0 9 83.9055 484.4086 Tm
(Behavior of Flat Plate Structures\224, )Tj
/TT1 1 Tf
14.052 0 Td
(ACI Special Publication)Tj
/TT0 1 Tf
9.72 0 Td
(, vol. 30, 1971, pp. 127-146.)Tj
-0.001 Tc -0.05 Tw 8.9601 0 0 9 62.3622 470.774 Tm
[([)-2.5 (9)-3.2 (])]TJ
/Span<>> BDC
1.171 0 Td
( )Tj
EMC
1.233 0 Td
(ASCE-ACI Committee 426, \223The shear strength of reinforced concrete me\
mbers \226 slabs\224, )Tj
/TT1 1 Tf
0.001 Tw [(Journal)-0.8 ( )]TJ
0 Tc 0 Tw 9 0 0 9 83.9055 459.9739 Tm
(of the Structural Divison)Tj
/TT0 1 Tf
9.916 0 Td
(, vol. 100, no. 8, 1974, pp. 1543-1591.)Tj
/C2_1 1 Tf
-12.31 -1.515 Td
<003E001400130040>Tj
/Span<>> BDC
<0003>Tj
EMC
2.394 0 Td
[<0030004C004F004F004C004A004400510003>-4.3 <002A0011002D00110003>-4.9 <0044005100470003>-4.9 <00330052004F0044004E0003>-4.8 <0030001100240011000F0003>-5.3 <00B30029004C0051004C005700480003>-4.4 <0028004F004800500048005100570003>-4 <002C00510059004800560057004C004A00440057004C005200510003>-4.2 <005200510003>-4.9 <0057004B00480003>-4.7 <00280D750048004600570003>-4.4 <005200490003>-5 <00260052004F0058005000510003>-4.6 <003500480046005700440051004A0058>]TJ
/TT0 1 Tf
38.218 0 Td
(-)Tj
0.009 Tw -38.218 -1.2 Td
[(larity )0.7 (on Punching Shear Strength of Concrete )0.7 (Slabs, )18.2 (The International )1.2 (Federation )0.7 (for Structural )]TJ
0 Tw 0 -1.2 Td
(Concrete\224, in )Tj
/C2_0 1 Tf
5.581 0 Td
[<00BF00450003002600520051004A0055>37 <004800560056>]TJ
/TT0 1 Tf
(, Melbourne,)Tj
/TT1 1 Tf
( )Tj
/TT0 1 Tf
(2018, p. 12.)Tj
0.056 Tw -7.975 -1.515 Td
[([1)37.1 (1])]TJ
/Span<>> BDC
( )Tj
EMC
2.394 0 Td
[(Milligan )1 (G.J. and )0.5 (Polak )0.5 (M.A., \223Finite )1 (Element )56.5 (Analysis of Shear )0.5 (Behaviour )0.8 (of Concrete )1 (Slabs )]TJ
-0.004 Tc -0.051 Tw 8.8507 0 0 9 83.9055 400.3047 Tm
[(Partially Supported on )18.1 (W)80.5 (alls\224, in )]TJ
/TT1 1 Tf
[(Concr)37.2 (ete innovations in materials, design and structur)37.1 (es: pr)37.2 (oceed)]TJ
0 Tc 0 Tw 8.8507 0 0 9 427.9188 400.3047 Tm
(-)Tj
/C2_0 1 Tf
0.005 Tc -0.005 Tw 9.1762 0 0 9 83.9055 389.5046 Tm
[<004C0051004A00560003>-80.7 <005200490003>-80.7 <0057004B00480003>-80.7 <001500130014001C0003>-80.7 <00BF00450003>-80.7 <0056005C0050005300520056004C00580050000F0003>-80.7 <004B0048004F00470003>-80.7 <004C00510003>-80.7 <002E00550044004E0052005A>74.5 <000F0003>-80.8 <00330052004F004400510047000F0003>-80.7 <00300044005C0003>-80.6 <0015001A00B10015001C000F0003>-80.7 <001500130014001C>]TJ
/TT0 1 Tf
0.081 Tw [(, Krak\363w)64.9 (, 2019,)5 ( )]TJ
0 Tc 0 Tw 9 0 0 9 83.9055 378.7047 Tm
(pp. 1803-1810.)Tj
0.032 Tw -2.394 -1.515 Td
([12])Tj
/Span<>> BDC
( )Tj
EMC
2.394 0 Td
(Petersson E., )Tj
/TT1 1 Tf
[(Crack Gr)36.8 (owth and Development )0.5 (of Fractur)37.3 (e Zones in Plain Concr)37.1 (ete and Similar )]TJ
/C2_0 1 Tf
0 Tw 0 -1.2 Td
<00300044005700480055004C0044004F0056>Tj
/TT0 1 Tf
[(. Division of Building Materials, L)93.3 (TH, Lund, Sweden, 1981.)]TJ
/C2_1 1 Tf
0.002 Tc -0.002 Tw 9.0625 0 0 9 62.3622 340.6354 Tm
[<003E>4.3 <0014>5.4 <0016>5.5 <0040>]TJ
/Span<>> BDC
1.655 0 Td
<0003>Tj
EMC
0.723 0 Td
[<002700440056005600440058004F00570003>-81.6 <0036005C00560057>0.5 <004800500048>0.5 <00560003>-81.7 <0036004C>0.5 <00500058004F>0.5 <004C00440003>-81.6 <00260052005500530011000F0003>-26.5 <0024002500240034003800360003>-26.5 <002400510044004F>0.5 <005C0056004C>0.5 <00560003>-81.6 <0038005600480055>-36.8 <00B6>55.4 <00560003>-81.6 <00300044005100580044004F0003>-81.6 <001900110014001500100016000F0003>-81.6 <0033005500520059004C00470048005100460048>0.5 <000F0003>-81.7 <0035002C000F>2 <0003>]TJ
/TT0 1 Tf
0 Tc 0 Tw 9 0 0 9 83.9055 329.8354 Tm
(USA, 2012.)Tj
0.026 Tw -2.394 -1.515 Td
([14])Tj
/Span<>> BDC
( )Tj
EMC
2.394 0 Td
[(Genikomsou )55.3 (A.S. and Polak M.A., \223Finite )0.7 (element )1.1 (analysis )0.5 (of punching )0.5 (shear of concrete )0.9 (slabs )]TJ
-0.004 Tw 0 -1.2 Td
[(using damaged plasticity )0.6 (model in )55.2 (ABAQUS\224, )]TJ
/TT1 1 Tf
18.947 0 Td
[(Engineering )0.6 (Structur)37.2 (es)]TJ
/TT0 1 Tf
(, vol. 98, 2015, pp. 38-48. )Tj
0 Tw -18.947 -1.2 Td
[(https://doi.or)18.9 (g/10.1016/j.engstruct.2015.04.016)]TJ
ET
endstream
endobj
53 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text]>>/Subtype/Form>>stream
BT
0 0 0 1 k
/GS0 gs
/C2_0 1 Tf
-0.02 Tc 0.02 Tw 0 Ts 100 Tz 0 Tr 9 0 0 9 90.7126 632.618 Tm
<003100520051004F004C0051004800440055000300BF0051004C0057004800030048004F004800500048005100570003004400510044004F005C0056004C005600030052004900030053005800510046004B004C0051004A00030056004B004800440055000300560057005500480051004A0057004B0003005200490003>Tj
<00550048004C005100490052005500460048004700030046005200510046005500480057004800030056004F00440045005600AB>Tj
ET
/CS0 CS 1 SCN
0.5 w 4 M 0 j 0 J
/GS1 gs
q 1 0 0 1 62.3622 626.811 cm
0 0 m
368.504 0 l
S
Q
endstream
endobj
78 0 obj
<>
endobj
79 0 obj
[81 0 R]
endobj
80 0 obj
<>stream
H\j0{"EQ1- 69vot/9 TnfTM3k;-M*bv&9ӝ7czf+AMN]Ad;seO_eaa},bE4nf|mzb/Vwu5+>F
Qds (X~v