【正文】 (6).Theconcretestagewhilehardenning:Regulatethecourseofhardenning,reducetheheatofhydration。(3).Collectthematerialeffectalittle:Verysmallparticleofflyasheventoisitamongcementparticle,packtheholetodistribute,playaroleingettingtothinninghole,meanwhile,preventglueinggatheringeachotherofthecementparticle,andmakeitinstateofdispersing,helpwaterofthemixturetoreact,theflyashwillnotbetotallywithreactingwithwaterresultofthecement,cankeepitscollectingthematerialeffectalittleforalongtime。And,havereducingwaterfunctioninvariousdegreeontheconcrete。第11章PKPM盤(pán)算后果************DATA:5/25/2007總信息節(jié)點(diǎn)總數(shù)=27柱子總數(shù)=22梁數(shù)=14能否規(guī)那么框架=20600支座束縛數(shù)=5標(biāo)準(zhǔn)截面總數(shù)=3活載盤(pán)算信息=1風(fēng)活載盤(pán)算信息=0抗震品級(jí)=2柱砼品級(jí)=0梁砼品級(jí)=0梁柱主筋級(jí)不=3梁柱箍筋級(jí)不=1柱保護(hù)層=35梁保護(hù)層=35柱梁自重盤(pán)算信息=2根底盤(pán)算信息=0輸入方法=1柱盤(pán)算長(zhǎng)度思索GB500102002第3條規(guī)矩=0節(jié)點(diǎn)坐標(biāo)節(jié)點(diǎn)號(hào)x坐標(biāo)y坐標(biāo)節(jié)點(diǎn)號(hào)x坐標(biāo)y坐標(biāo)節(jié)點(diǎn)號(hào)x坐標(biāo)y坐標(biāo)柱桿件關(guān)系號(hào)(左為上部節(jié)點(diǎn)號(hào),右為下部節(jié)點(diǎn)號(hào))(1)231(2)242(3)253(4)264(5)275(6)16(7)27(8)38(9)49(10)510(11)811(12)912(13)1013(14)1114(15)1215(16)1316(17)1417(18)1518(19)1619(20)1720(21)1821(22)1922梁桿件關(guān)系號(hào)(左為左邊節(jié)點(diǎn)號(hào),右為左邊節(jié)點(diǎn)號(hào))(1)12(2)34(3)45(4)67(5)89(6)910(7)1112(8)1213(9)1415(10)1516(11)1718(12)1819(13)2021(14)2122支座束縛信息(1)23111(2)24111(3)25111(4)26111(5)27111柱盤(pán)算長(zhǎng)度系數(shù)柱破體外盤(pán)算長(zhǎng)度節(jié)點(diǎn)公平值標(biāo)準(zhǔn)截面數(shù)據(jù)柱截面范例號(hào)(1)1(2)1(3)1(4)1(5)1(6)1(7)1(8)1(9)1(10)1(11)2(12)2(13)2(14)2(15)2(16)2(17)2(18)2(19)2(20)2(21)2(22)2梁柱截面范例號(hào)(1)3(2)3(3)3(4)3(5)3(6)3(7)3(8)3(9)3(10)3(11)3(12)3(13)3(14)3恒載盤(pán)算節(jié)點(diǎn)荷載:節(jié)點(diǎn)彎矩垂直力水平力0柱間荷載柱信息荷載范例荷載值荷載參數(shù)1荷載參數(shù)20梁間荷載:連續(xù)數(shù)荷載個(gè)數(shù)范例荷載值參數(shù)范例荷載值參數(shù)**恒載內(nèi)力**桿件號(hào)彎矩軸力剪力彎矩軸力剪力桿件號(hào)彎矩軸力剪力彎矩軸力剪力柱(左面為柱下端,右為柱上端)梁(左面為梁左端,右為梁右端)**恒荷載感化下的節(jié)點(diǎn)位移(mm)**活載盤(pán)算節(jié)點(diǎn)荷載:節(jié)點(diǎn)彎矩垂直力水平力0柱間荷載柱信息荷載范例荷載值荷載參數(shù)1荷載參數(shù)20梁間荷載:連續(xù)數(shù)荷載個(gè)數(shù)范例荷載值參數(shù)范例荷載值參數(shù)**活荷載標(biāo)準(zhǔn)值感化下的節(jié)點(diǎn)位移(mm)**地動(dòng)力盤(pán)算園地土分類(lèi)==0**左地動(dòng)偏向盤(pán)算**振動(dòng)質(zhì)點(diǎn)號(hào):1368111417振動(dòng)質(zhì)點(diǎn)號(hào):20***各構(gòu)造節(jié)點(diǎn)變位***桿件號(hào)彎矩軸力剪力彎矩軸力剪力桿件號(hào)彎矩軸力剪力彎矩軸力剪力柱(左面為柱下端,右為柱上端)梁(左面為梁左端,右為梁右端)**右地動(dòng)偏向盤(pán)算**振動(dòng)質(zhì)點(diǎn)號(hào):25710131619振動(dòng)質(zhì)點(diǎn)號(hào):22***各構(gòu)造節(jié)點(diǎn)變位***桿件號(hào)彎矩軸力剪力彎矩軸力剪力桿件號(hào)彎矩軸力剪力彎矩軸力剪力柱(左面為柱下端,右為柱上端)梁(左面為梁左端,右為梁右端)***組合與配筋***柱1(B=,H=,Lx=,Ly==35)Asmin=1715.No51Vc====0.柱2(B=,H=,Lx=,Ly==35)Asmin=1715.No49Vc====0.柱3(B=,H=,Lx=,Ly==35)Asmin=1715.No51Vc====0.柱4(B=,H=,Lx=,Ly==35)Asmin=1715.No49Vc====0.柱5(B=,H=,Lx=,Ly==35)Asmin=1715.No49Vc====0.柱6(B=,H=,Lx=,Ly==35)Asmin=1715.No51Vc====0.柱7(B=,H=,Lx=,Ly==35)Asmin=1715.No49Vc====0.柱8(B=,H=,Lx=,Ly==35)Asmin=1715.No51Vc====0.柱9(B=,H=,Lx=,Ly==35)Asmin=1715.No49Vc====0.柱10(B=,H=,Lx=,Ly==35)Asmin=1715.No49Vc====0.柱11(B=,H=,Lx=,Ly==35)Asmin=875.No51Vc====29.柱12(B=,H=,Lx=,Ly==35)Asmin=875.No49Vc====80.柱13(B=,H=,Lx=,Ly==35)Asmin=875.No49Vc====0.柱14(B=,H=,Lx=,Ly==35)Asmin=875.No51Vc====22.柱15(B=,H=,Lx=,Ly==35)Asmin=875.No49Vc====50.柱16(B=,H=,Lx=,Ly==35)Asmin=875.No49Vc====0.柱17(B=,H=,Lx=,Ly==35)Asmin=875.No51Vc====16.柱18(B=,H=,Lx=,Ly==35)Asmin=875.No50Vc====1.柱19(B=,H=,Lx=,Ly==35)Asmin=875.No49Vc====0.柱20(B=,H=,Lx=,Ly==35)Asmin=875.No51Vc====0.柱21(B=,H=,Lx=,Ly==35)Asmin=875.No49Vc====0.柱22(B=,H=,Lx=,Ly==35)Asmin=875.No49Vc====0.梁1(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁2(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁3(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁4(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁5(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁6(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁7(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁8(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁9(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁10(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁11(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁12(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁13(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.Asc=.梁14(B=,H=,L==30)梁下部截面12345678910111213As(1)=.As(2)=.Asc=.梁上部截面12345678910111213As(1)=.As(2)=.