設(shè)計參數(shù)ansys經(jīng)典例子

ANSYSSOLID65環(huán)向布置鋼筋的例 混凝土非線性計算實例（1）-MISO單 混凝土非線性計算實例（2）-MISO約束 混凝土非線性計算實例（3）-KINH滯 混凝土非線性計算實例（4）-KINH壓-拉 混凝土非線性計算實例 混凝土非線性計算實例 混凝土非線性計算實例（7）-MISO滯 混凝土非線性計算實例 混凝土非線性計算實例（9）-梁平面應(yīng) 四層彈簧－質(zhì)點模型的分 懸臂梁分 用beam54單元描述變截面梁的例 變截面梁實 簡單的二維焊接分析－單元生死實 隧道開挖（三維）令 巖土接觸分析實 隧道模擬開挖命令流（ 螺栓連接的模擬實現(xiàn)問 滯回分 模擬某樓層澆 在面上施加移動的面 預(yù)緊分 埋設(shè)在的排水管 幕墻企業(yè)玻璃簡化計 等截面桿單元生死應(yīng)用實 梁板建模聯(lián) 簡單的例子－如何對結(jié)構(gòu)的振動控制分 模態(tài)分析結(jié)果的輸出實 火車過橋動態(tài)加載實例（部分 懸索結(jié)構(gòu)的找形和計算的例 陶瓷桿撞擊鋁板的例 路面分層填筑對路基的影 一個例子（含影響，求振興與頻率 接觸面上的壓力總 施加位置函數(shù)荷 非線性分析考慮剛 一個圓形水池的靜力分 ANSYS中混凝土模式預(yù)應(yīng)力模擬的算 循環(huán)對稱結(jié)構(gòu)模態(tài)分 三角平臺受諧波載荷作用的結(jié)構(gòu)響 三角平臺受一譜激勵的應(yīng)力分布和支反 經(jīng)典層合板理 定易圓軌跡的例 模擬門式剛架施工－單元生 鋼筋混凝土整體式模型例 在荷載步之間改變材料屬性例 含預(yù)應(yīng)力的特征值屈曲計 振型疊加計算及工況組合例 moduleMConcrete!混凝土模 混凝土開裂實 螺栓網(wǎng)格劃 自由液面的土石壩平面滲流分 導(dǎo)出剛度矩 移動溫度荷載計 SHSD用于殼-實體裝配實例 工況組合的經(jīng)典例 ANSYSSOLID651%，0.5%，1：不同方向配筋R,1,2,.001,,,2,.01,RMORE,90,,2,.005,90,90!Addsrealconstantstoa10CYL4,0,0,3000,,,CYL4,0,0,2000,,,,10000VSBV,1,2CSW!Definesalocalcoordinatesystemattheoriginoftheworking VE,!movetokeypoint11VSBW,3WPCSYS,-!Definestheworkingnelocationbasedonacoordinatesystem.KVE,1VATT,1,1,1,!Disyselementswithshapesdeterminedfromtherealconstantsor混凝土非線性計算實例（1）MISO!MISOTBPT,,100E-6,TBPT,,300E-6,8.3TBPT,,600E-6,14.6TBPT,,900E-6,19.1!TBDATA,,600E-6,1100E-6,1600E-6,3000E-6,4500E-ADD,5,3,,,STRESS,,,-混凝土非線性計算實例（2）-MISO約束!MISOTBPT,,100E-6,TBPT,,300E-6,8.3TBPT,,600E-6,14.6TBPT,,900E-6,19.1!TBDATA,,600E-6,1100E-6,1600E-6,3000E-6,4500E-ADD,5,3,,,STRESS,,,-混凝土非線性計算實例（3）KINH!KINHTBPT,,150E-6,4.5TBPT,,600E-6,14.8TBPT,,5000E-6,9.0ADD,5,3,,,STRESS,,,-混凝土非線性計算實例（4）KINH!KINHTBPT,,150E-6,4.5TBPT,,600E-6,14.8TBPT,,5000E-6,9.0ADD,5,3,,,STRESS,,,-TBPT,,100E-6,TBPT,,300E-6,8.3TBPT,,600E-6,14.6TBPT,,900E-6,19.1ADD,5,3,,,STRESS,,,-!MISOTBPT,,100E-6,TBPT,,300E-6,8.3TBPT,,600E-6,14.6TBPT,,900E-6,19.1!TBDATA,,600E-6,1100E-6,1600E-6,3000E-6,4500E-ADD,5,3,,,STRESS,,,-混凝土非線性計算實例（7）-MISO滯!MISOTBDATA,1,0.3,0.5,2.5,-TBPT,,100E-6,TBPT,,300E-6,8.3TBPT,,600E-6,14.6TBPT,,900E-6,19.1RADD,4,2,,,STRAIN,,,-ADD,5,3,,,STRESS,,,-!MISOTBPT,,150E-6,4.5TBPT,,600E-6,14.8TBPT,,5000E-6,9.0!TBDATA,,600E-6,1100E-6,1600E-6,3000E-6,4500E-ADD,5,3,,,STRESS,,,-混凝土非線性計算實例（9）-梁平面應(yīng)TBPT,,100E-6,TBPT,,300E-6,8.3TBPT,,600E-6,14.6TBPT,,900E-6,19.1TBPT,,2000E-TBPT,,4600E-6,作者：陸新征，土木工程系DAMPRATIO=0.02LESIZE,ALL,,,3,,,,,1/SOLUMXPAND,8,,,1ANTYPE,SPECTR!譜分析MDAMP,1,DAMPRATIO, !按7度多遇，影響系數(shù)0.08第一組III場地TG＝0.45*GET,DMAX_SPE,SORT,,MAX!開始計 PLVAR,2,,,,,,,,,,*GET,DMAX_TRANS,VARI,2,EXTREM,VMAX,--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------,!!n,i,(i-1)*0.5,0,05m長,10!NT=1000時程曲線有NT個點DT=0.01!時間間隔/input,tianjin,txt!波東西向共10!NSUBST,111個子OUTRES,ALL,1輸出每個子步的結(jié)果ANTYPE,TRANS!時程分析!PLVAR,2,3,,下面是文件tianjin.txt，這個文件可以用excel等軟件制作或編寫很短的程序就能寫出來先貼前500個點ac(1)=-ac(2)=-ac(3)=-ac(4)=-ac(5)=ac(6)=ac(7)=ac(8)=ac(9)=ac(10)=ac(11)=ac(12)=ac(13)=ac(14)=ac(15)=ac(16)=ac(17)=-ac(18)=-ac(19)=ac(20)=ac(21)=ac(22)=ac(23)=ac(24)=ac(25)=-ac(26)=-ac(27)=-ac(28)=-ac(29)=-ac(30)=-ac(31)=-ac(32)=-ac(33)=-ac(34)=-ac(ac(35)=-ac(36)=-ac(37)=-ac(38)=-ac(39)=ac(40)=ac(41)=ac(42)=ac(43)=-ac(44)=-ac(45)=-ac(46)=-ac(47)=-ac(48)=-ac(49)=-ac(50)=-ac(51)=-ac(52)=ac(53)=ac(54)=ac(55)=ac(56)=ac(57)=ac(58)=-ac(59)=-ac(60)=-ac(61)=-ac(62)=ac(63)=ac(64)=ac(65)=ac(66)=ac(67)=ac(68)=ac(69)=ac(70)=ac(71)=ac(72)=ac(73)=ac(74)=ac(75)=ac(76)=-ac(77)=-ac(78)=-ac(ac(79)=-ac(80)=-ac(81)=-ac(82)=-ac(83)=-ac(84)=-ac(85)=-ac(86)=-ac(87)=-ac(88)=-ac(89)=-ac(90)=-ac(91)=-ac(92)=-ac(93)=-ac(94)=-ac(95)=-ac(96)=-ac(97)=-ac(98)=-ac(99)=-ac(100)=-ac(101)=-ac(102)=-ac(103)=-ac(104)=-ac(105)=-ac(106)=-ac(107)=-ac(108)=-ac(109)=-ac(110)=-ac(111)=ac(112)=ac(113)=ac(114)=ac(115)=ac(116)=ac(117)=ac(118)=ac(119)=ac(120)=ac(121)=ac(122)=ac(ac(123)=ac(124)=-ac(125)=-ac(126)=-ac(127)=-ac(128)=-ac(129)=-ac(130)=-ac(131)=-ac(132)=ac(133)=ac(134)=ac(135)=ac(136)=ac(137)=ac(138)=ac(139)=ac(140)=ac(141)=ac(142)=ac(143)=ac(144)=ac(145)=ac(146)=ac(147)=-ac(148)=-ac(149)=-ac(150)=-ac(151)=ac(152)=ac(153)=ac(154)=ac(155)=ac(156)=ac(157)=ac(158)=ac(159)=ac(160)=ac(161)=ac(162)=-ac(163)=-ac(164)=-ac(165)=-ac(166)=-ac(167)=ac(167)=-ac(168)=-ac(169)=-ac(170)=-ac(171)=-ac(172)=-ac(173)=-ac(174)=-ac(175)=-ac(176)=-ac(177)=-ac(178)=-ac(179)=-ac(180)=-ac(181)=-ac(182)=ac(183)=ac(184)=ac(185)=ac(186)=ac(187)=ac(188)=ac(189)=ac(190)=-ac(191)=-ac(192)=-ac(193)=-ac(194)=-ac(195)=ac(196)=ac(197)=ac(198)=ac(199)=ac(200)=ac(201)=-ac(202)=-ac(203)=ac(204)=ac(205)=ac(206)=ac(207)=ac(208)=-ac(209)=-ac(210)=-ac(ac(211)=-ac(212)=-ac(213)=ac(214)=ac(215)=ac(216)=ac(217)=-ac(218)=-ac(219)=-ac(220)=-ac(221)=-ac(222)=-ac(223)=-ac(224)=-ac(225)=ac(226)=ac(227)=ac(228)=ac(229)=ac(230)=ac(231)=ac(232)=ac(233)=-ac(234)=-ac(235)=-ac(236)=-ac(237)=-ac(238)=-ac(239)=-ac(240)=ac(241)=ac(242)=ac(243)=ac(244)=-ac(245)=-ac(246)=-ac(247)=-ac(248)=ac(249)=ac(250)=ac(251)=ac(252)=ac(253)=ac(254)=ac(ac(255)=-ac(256)=-ac(257)=-ac(258)=-ac(259)=-ac(260)=-ac(261)=-ac(262)=-ac(263)=-ac(264)=-ac(265)=-ac(266)=-ac(267)=-ac(268)=-ac(269)=-ac(270)=-ac(271)=-ac(272)=-ac(273)=-ac(274)=-ac(275)=-ac(276)=-ac(277)=-ac(278)=ac(279)=ac(280)=ac(281)=-ac(282)=-ac(283)=-ac(284)=-ac(285)=-ac(286)=-ac(287)=-ac(288)=-ac(289)=-ac(290)=ac(291)=ac(292)=ac(293)=ac(294)=ac(295)=ac(296)=ac(297)=ac(298)=ac(ac(299)=ac(300)=ac(301)=ac(302)=ac(303)=ac(304)=ac(305)=-ac(306)=-ac(307)=-ac(308)=-ac(309)=-ac(310)=-ac(311)=ac(312)=ac(313)=ac(314)=ac(315)=ac(316)=ac(317)=-ac(318)=-ac(319)=-ac(320)=-ac(321)=-ac(322)=ac(323)=ac(324)=ac(325)=ac(326)=ac(327)=ac(328)=ac(329)=ac(330)=-ac(331)=-ac(332)=-ac(333)=-ac(334)=-ac(335)=-ac(336)=ac(337)=ac(338)=ac(339)=ac(340)=ac(341)=ac(342)=ac(ac(343)=ac(344)=ac(345)=-ac(346)=-ac(347)=-ac(348)=-ac(349)=-ac(350)=-ac(351)=-ac(352)=-ac(353)=-ac(354)=ac(355)=ac(356)=ac(357)=ac(358)=ac(359)=ac(360)=ac(361)=ac(362)=ac(363)=-ac(364)=-ac(365)=-ac(366)=-ac(367)=-ac(368)=ac(369)=ac(370)=ac(371)=ac(372)=ac(373)=ac(374)=ac(375)=ac(376)=ac(377)=ac(378)=ac(379)=ac(380)=ac(381)=-ac(382)=-ac(383)=-ac(384)=-ac(385)=-ac(386)=ac(ac(387)=ac(388)=ac(389)=ac(390)=ac(391)=ac(392)=ac(393)=ac(394)=ac(395)=ac(396)=-ac(397)=-ac(398)=-ac(399)=-ac(400)=-ac(401)=-ac(402)=-ac(403)=-ac(404)=ac(405)=ac(406)=ac(407)=ac(408)=ac(409)=ac(410)=ac(411)=ac(412)=ac(413)=ac(414)=ac(415)=ac(416)=ac(417)=ac(418)=-ac(419)=-ac(420)=-ac(421)=-ac(422)=-ac(423)=ac(424)=ac(425)=ac(426)=ac(427)=ac(428)=ac(429)=ac(430)=-ac(ac(431)=-ac(432)=-ac(433)=-ac(434)=-ac(435)=ac(436)=ac(437)=ac(438)=ac(439)=ac(440)=ac(441)=ac(442)=-ac(443)=-ac(444)=-ac(445)=-ac(446)=-ac(447)=-ac(448)=-ac(449)=-ac(450)=ac(451)=ac(452)=ac(453)=-ac(454)=-ac(455)=-ac(456)=-ac(457)=-ac(458)=ac(459)=ac(460)=ac(461)=ac(462)=ac(463)=-ac(464)=-ac(465)=-ac(466)=ac(467)=ac(468)=ac(469)=ac(470)=ac(471)=ac(472)=ac(473)=ac(474)=ac(ac(475)=ac(476)=ac(477)=ac(478)=-ac(479)=-ac(480)=-ac(481)=-ac(482)=ac(483)=ac(484)=ac(485)=ac(486)=ac(487)=ac(488)=ac(489)=ac(490)=ac(491)=-ac(492)=-ac(493)=-ac(494)=-ac(495)=-ac(496)=-ac(497)=-ac(498)=-ac(499)=-ac(500)=-再貼后500個ac(501)=-ac(502)=-ac(503)=-ac(504)=-ac(505)=-ac(506)=-ac(507)=-ac(508)=-ac(509)=-ac(510)=-ac(511)=ac(512)=ac(513)=ac(514)=ac(515)=ac(ac(516)=ac(517)=ac(518)=-ac(519)=-ac(520)=-ac(521)=ac(522)=ac(523)=ac(524)=ac(525)=ac(526)=-ac(527)=-ac(528)=-ac(529)=-ac(530)=-ac(531)=-ac(532)=-ac(533)=-ac(534)=-ac(535)=-ac(536)=-ac(537)=-ac(538)=-ac(539)=-ac(540)=-ac(541)=-ac(542)=-ac(543)=-ac(544)=-ac(545)=-ac(546)=-ac(547)=-ac(548)=-ac(549)=-ac(550)=-ac(551)=-ac(552)=ac(553)=ac(554)=ac(555)=ac(556)=ac(557)=ac(558)=ac(559)=ac(ac(560)=ac(561)=-ac(562)=-ac(563)=-ac(564)=-ac(565)=-ac(566)=-ac(567)=-ac(568)=-ac(569)=-ac(570)=-ac(571)=-ac(572)=ac(573)=ac(574)=ac(575)=ac(576)=-ac(577)=-ac(578)=-ac(579)=-ac(580)=-ac(581)=-ac(582)=-ac(583)=-ac(584)=-ac(585)=-ac(586)=-ac(587)=-ac(588)=-ac(589)=-ac(590)=-ac(591)=-ac(592)=ac(593)=ac(594)=ac(595)=ac(596)=ac(597)=ac(598)=-ac(599)=-ac(600)=-ac(601)=-ac(602)=-ac(603)=-ac(ac(604)=-ac(605)=ac(606)=ac(607)=ac(608)=ac(609)=ac(610)=ac(611)=ac(612)=ac(613)=ac(614)=ac(615)=ac(616)=ac(617)=-ac(618)=-ac(619)=-ac(620)=-ac(621)=-ac(622)=ac(623)=ac(624)=ac(625)=ac(626)=ac(627)=ac(628)=-ac(629)=-ac(630)=-ac(631)=-ac(632)=-ac(633)=-ac(634)=-ac(635)=-ac(636)=-ac(637)=-ac(638)=-ac(639)=-ac(640)=-ac(641)=-ac(642)=-ac(643)=-ac(644)=-ac(645)=-ac(646)=-ac(647)=-ac(ac(648)=-ac(649)=ac(650)=ac(651)=ac(652)=ac(653)=ac(654)=ac(655)=ac(656)=ac(657)=ac(658)=ac(659)=ac(660)=ac(661)=-ac(662)=-ac(663)=-ac(664)=-ac(665)=-ac(666)=-ac(667)=-ac(668)=-ac(669)=-ac(670)=-ac(671)=-ac(672)=-ac(673)=-ac(674)=ac(675)=ac(676)=ac(677)=ac(678)=ac(679)=ac(680)=ac(681)=ac(682)=ac(683)=ac(684)=ac(685)=ac(686)=ac(687)=ac(688)=ac(689)=ac(690)=ac(691)=ac(ac(692)=ac(693)=ac(694)=ac(695)=ac(696)=ac(697)=ac(698)=ac(699)=ac(700)=ac(701)=ac(702)=ac(703)=ac(704)=ac(705)=ac(706)=ac(707)=ac(708)=ac(709)=ac(710)=ac(711)=ac(712)=ac(713)=ac(714)=ac(715)=ac(716)=ac(717)=ac(718)=ac(719)=ac(720)=ac(721)=ac(722)=ac(723)=ac(724)=ac(725)=ac(726)=ac(727)=ac(728)=ac(729)=ac(730)=ac(731)=ac(732)=ac(733)=-ac(734)=-ac(735)=-ac(ac(736)=-ac(737)=-ac(738)=-ac(739)=-ac(740)=-ac(741)=-ac(742)=-ac(743)=-ac(744)=-ac(745)=-ac(746)=-ac(747)=-ac(748)=-ac(749)=-ac(750)=-ac(751)=-ac(752)=-ac(753)=-ac(754)=-ac(755)=-ac(756)=-ac(757)=-ac(758)=-ac(759)=-ac(760)=-ac(761)=-ac(762)=-ac(763)=-ac(764)=-ac(765)=-ac(766)=-ac(767)=-ac(768)=-ac(769)=-ac(770)=-ac(771)=-ac(772)=-ac(773)=-ac(774)=-ac(775)=-ac(776)=-ac(777)=-ac(778)=-ac(779)=-ac(ac(780)=-ac(781)=-ac(782)=-ac(783)=-ac(784)=-ac(785)=-ac(786)=-ac(787)=-ac(788)=-ac(789)=-ac(790)=ac(791)=ac(792)=ac(793)=ac(794)=ac(795)=ac(796)=ac(797)=ac(798)=ac(799)=ac(800)=ac(801)=ac(802)=ac(803)=ac(804)=ac(805)=ac(806)=ac(807)=ac(808)=ac(809)=ac(810)=ac(811)=ac(812)=ac(813)=ac(814)=ac(815)=ac(816)=ac(817)=ac(818)=ac(819)=ac(820)=ac(821)=ac(822)=ac(823)=ac(ac(824)=ac(825)=ac(826)=ac(827)=ac(828)=ac(829)=ac(830)=ac(831)=ac(832)=ac(833)=ac(834)=ac(835)=ac(836)=ac(837)=ac(838)=ac(839)=ac(840)=ac(841)=ac(842)=ac(843)=ac(844)=ac(845)=ac(846)=ac(847)=ac(848)=ac(849)=ac(850)=ac(851)=ac(852)=ac(853)=ac(854)=ac(855)=ac(856)=-ac(857)=-ac(858)=-ac(859)=-ac(860)=-ac(861)=-ac(862)=-ac(863)=-ac(864)=-ac(865)=-ac(866)=-ac(867)=ac(ac(868)=ac(869)=ac(870)=ac(871)=ac(872)=ac(873)=ac(874)=ac(875)=ac(876)=-ac(877)=-ac(878)=-ac(879)=-ac(880)=-ac(881)=-ac(882)=-ac(883)=-ac(884)=-ac(885)=-ac(886)=ac(887)=ac(888)=ac(889)=ac(890)=ac(891)=ac(892)=ac(893)=ac(894)=ac(895)=ac(896)=ac(897)=ac(898)=-ac(899)=-ac(900)=-ac(901)=-ac(902)=-ac(903)=-ac(904)=-ac(905)=-ac(906)=-ac(907)=-ac(908)=-ac(909)=-ac(910)=-ac(911)=-ac(ac(912)=-ac(913)=-ac(914)=-ac(915)=-ac(916)=-ac(917)=-ac(918)=-ac(919)=-ac(920)=-ac(921)=-ac(922)=ac(923)=ac(924)=ac(925)=ac(926)=ac(927)=ac(928)=ac(929)=ac(930)=ac(931)=ac(932)=ac(933)=ac(934)=ac(935)=ac(936)=ac(937)=ac(938)=ac(939)=ac(940)=ac(941)=-ac(942)=-ac(943)=-ac(944)=-ac(945)=-ac(946)=ac(947)=ac(948)=ac(949)=ac(950)=ac(951)=ac(952)=ac(953)=-ac(954)=-ac(955)=-ac(ac(956)=-ac(957)=-ac(958)=-ac(959)=-ac(960)=-ac(961)=-ac(962)=-ac(963)=-ac(964)=ac(965)=ac(966)=ac(967)=ac(968)=ac(969)=ac(970)=ac(971)=ac(972)=ac(973)=ac(974)=ac(975)=ac(976)=ac(977)=ac(978)=ac(979)=ac(980)=ac(981)=-ac(982)=-ac(983)=-ac(984)=-ac(985)=-ac(986)=-ac(987)=-ac(988)=-ac(989)=ac(990)=ac(991)=ac(992)=ac(993)=ac(994)=ac(995)=ac(996)=ac(997)=ac(998)=ac(999)=ac(1000)=beam54作者：土木系，陸新A_HYT1=0.4!AA_HYB1=0.1!AB_HYT1=0.2!BB_HYB1=0.1!BOFFSET=0.5RMODIF,_RC_SET,16,0,,,RMODIF,_RC_SET,16,0,,,TYPE,1MAT,REAL,REAL,2sectype,1,beam,rectdefinecrosssectionatfirstendpointSECTYPEsectype,2,beam,rect!definecrosssectionatfarendsectype,3,taper!newSectionIDfortaperedbeam secdata,1,0.0,0.0!section1atlocation(0,0,0)secdata,2,0.0,,-20.0!section2atlocation(0,-20,0)k,1,-2.7,0,-k,2,-2.7,0,-k,3,-2.7,0,-r,1,25.48e-4,250500E-8,1.5LARC,1,3,2TYPE,REAL,ESYS,LESIZE,ALL,,,20,,1,,LMESH,1PLVAR,1,,,,,,,,,/COM,egjx=2e5agjx=140ehnt=4e4!Ehxzxs=1.0e-5!線脹系數(shù)yjl=200000!定義預(yù)加力et,1,link8link8et,2,solid95!定義solid95r,1,agjx!定義link8單元的面積r,22mp,ex,1,egjxlink8mp,prxy,1,0.3link8mp,alpx,1,1.0e-5!定義線膨脹系數(shù)mp,ex,2,ehntsolid95mp,prxy,2,0.3solid95blc4,,,100,200,3000!定義梁體/view,1,1,1,1ISOvplot ve,66wpoff,-30!工作平面移動-30mm(X)wprot,0,0,90!工作平面旋轉(zhuǎn)vsbw,1!分割梁體wpoff,0,0,-4040mm(Z)vsbw,2!分割梁體wpoff,0,4040mm(Y)wprot,0,90!工作平面旋轉(zhuǎn)vsbw,all!分割梁體wpstyl!關(guān)閉工作平面顯示nummrg,all,,,,low!整理numcmp,all!壓縮編號esize,30lsel,s,,,28,38,10line2838latt,1,1,1lmesh,all!對線劃分單元allsel,allgplot!繪制所有的實體vsel,s,,,all!定義所有體為選擇集vatt,2,2,2!定義選擇集的屬性mshape,0,3dHEXmshkey,1MAPPEDvmesh,alldl,3,,allline7(UX,UY,UZ)dl,16,,allline31(UX,UY,UZ)dl,23,,allline23(UX,UY,UZ)dl,2,,uyline4(UY)dl,15,,uyline30(UY)dl,22,,uyline23(UY)dk,2,,,,,ux,uy2(UX,UY)bfl,28,temp,-yjl/(xzxs*egjx*agjx)bfl,38,temp,-yjl/(xzxs*egjx*agjx)solve!求解plnsol,s,z,0,1!繪制Zetable,sigi,ls,1plls,sigi,sigi,1!繪制上述應(yīng)力下面令流進(jìn)行的是一個簡單的二維焊接分析,利用ANSYS單元生死和熱-結(jié)構(gòu)耦合分析功能進(jìn)行焊接過程仿真,計算焊接過程中的溫度分布和應(yīng)力分布以及冷卻后的焊縫殘余應(yīng)力。/title,Weldysisby"ElementBirthand/unit,si!!et,1,13,413號二維耦合單元,同時具有溫度和位移自由!!1!2!3!鋁是本次分析中的焊料,它將鋼結(jié)構(gòu)部分和銅結(jié)構(gòu)部分焊接起!下面是在幾個溫度點下,各材料的彈性模量!!假設(shè)各材料都是雙線性隨動硬化彈塑性本構(gòu)關(guān)!tbdata,1,933e6,0.150e11tbdata,1,435e6,0.070e11tbdata,1,70e6,0.010e11tbdata,1,!tbdata,1,70e6,0.008e11tbdata,1,1e6,0.0001e11!tbdata,1,40e6,0.005e11tbdata,1,!!材料密度(假設(shè)為常值)!熱膨脹系數(shù)(假設(shè)為常值)!泊松比(假設(shè)為常值)!熱傳導(dǎo)系數(shù)(假設(shè)為常值)!比熱(假設(shè)為常值)!熱膨脹系數(shù)(假設(shè)為常值!由于該13號單元還有磁自由度,此處假設(shè)一磁特性,但并不影響我們所關(guān)心的結(jié)!假設(shè)焊料(鋁)焊上去后的初始溫度是!!!劃分單元!antype,4!瞬態(tài)分!!!!假設(shè)在模型的左右邊界處溫度始終保持在20℃,其它邊界條件如對流、輻射等都!!!由于第二個面是焊料所在區(qū)域，因此，首先將該區(qū)域的單元"死"!下面的DO循環(huán)用于將焊料區(qū)的單元按其形心Y坐標(biāo)排序，以便后!模擬焊料由下向上逐步"生長"!max_tem=1500!按照前面假設(shè)，焊料的初始溫度為1500℃dt1=1e-3!用于建立初始條件的一個很小的時間段dt=5!t=0!起始時!!!!!下面的步驟用于求解溫度分!下面的一系列命令用于生成應(yīng)力的動畫文!下面的一系列命令用于生成溫度的動畫文隧道開挖（三維）令 !*C10*! CEN_YSD(1,1)=DMJL_SD/2,880!+H_CTOB !右隧ZLT_HFX(1,1)=5,3!4,2YLT_HFX(1,1)=5,3!4,2LT_HFZ(I,1)=2!PJ_MG!

開始求 !

第I步開挖,第I-1步支

第5步支護(hù)，這一步?jīng)]有開 !!ET,1,ET,1,NE42!k,10,-K,15,13.5,-K,17,24.5,-K,18,31.5,-DL,_Y,,uy,0,0fini!ET,1,NE42!k,10,-K,15,13.5,-K,17,24.5,-K,18,31.5,-K,22,31.5,-K,23,35.5,-DL,_Y,,uy,0,0/COM,ANSYSMEDIAREL.7.1(03-13-2003)REF.VERIF.MANUAL:REL.!!!!!!鋼板＋鋼筋混凝土＋砂漿/泥漿＋原位巖/土（瞬態(tài)6種介質(zhì)成分，存放在介質(zhì)屬性數(shù)組中!!計算邊界外延一定寬度，以抑制邊界干擾JH_HSGD=10!計算高度JH_GBHD=0.04!鋼板厚度JH_HNTHD=0.7!JH_JYHD=0.6!漿液厚度，高度方向上砂漿和泥漿各占一半，砂漿在下，泥漿在上JH_YTTHD=0.6!巖土體厚度ENDTIME=0.001總計算時間DST=1E-06記錄的時間步ZYPL=5E4震源頻率TCCS=6介質(zhì)分類數(shù)!鋼鋼筋混凝土漿/! !第三列為彈!!第五列為橫波波速，如為液體，橫波波速為TC(1,2)=0.285,0.32,0.48,0.35,0.35,0.350.5,計算出現(xiàn)錯誤，按提示改為0.499!計算各種介質(zhì)的P、S波速度,! AMAT(1,1)=1,2,3,4,5,5,5,5,5!介質(zhì)編號!VMAX=TC(1,4鋼板的縱波速度控制時間步長!T0=1/ZYPL/2!震源信號持續(xù)時間，采用正弦信號激震，也可采用RICKER信號，但要從數(shù)組文件中，可考慮設(shè)定一FLAG控制XHCXSJ=NINT(1/ZYPL/DT)+1信號持續(xù)的時間步長F=ZYPL! LOCAL11,10,0!定義局部坐標(biāo)系，柱體LOCAL111,00!定義局部坐標(biāo)系，柱體 !重新選擇ALL，準(zhǔn)備下一步操作LOCAL111,00!定義局部坐標(biāo)系，柱體*GET,R1NUM,NODE,0,*GETR1NMINNODE0,NUMMIN!!R1NODE(1,1)=R1NMIN!*GET,RNXNODER1NODE(1,1LOCX!獲取內(nèi)圈的節(jié)點的*GET,RNYNODER1NODE(1,1LOCY!在此為極坐標(biāo)*GET,RNXNODER1NODE(I,1LOCX!獲取內(nèi)圈的節(jié)點的坐標(biāo)*GET,RNYNODER1NODE(I,1LOCY!在此為極坐標(biāo)!####################排序!采用REIKER子波，在初始時段施加NSUBST,1,,,1!1個子步ANTYPE,TRANS時程分析,!!AC=-(1-2*PIFT)*EXP(-PIFT)!RECKERF,NN,FX,AC*RNX/R1!施加X方向作用!*IF,I,EQ,XHCXSJ+1,THEN!在XHCXSJ+1FDELE,ALL!*GETUSUMR1,NODENUM_NODE,U,SUM輸出節(jié)點編號，極坐標(biāo)RPLVAR,uys,uyn,,,,,,,LOCAL111,00!定義局部坐標(biāo)系，柱體隧道模擬開挖命令流（!隧模擬開挖命*set,x1,-*set,y1,-k,,0,0$k,,0,3.85k,,0.88,5.5$k,,2.45,6.15k,,4.02,5.5$k,,4.9,3.85larc,1,2,6,8.13larc,3,4,6,2.22larc,5,6,2,3.21$larc,6,7,2,8.13r,1,th,th*th*th/12,th,,autots,on使用自動時間步pred,on打開時間步長預(yù)測器lnsrch,on!打開線性搜索nlgeom,on!打開大位移效果nropt,full設(shè)定牛頓-拉普森選項!ANSYS6.1計算test3(對稱模型，只建一半模型,試驗前分析 hc=400!柱截面高度bc=200!柱截面寬度tcf=10!柱翼緣厚度tcw=8!柱腹板厚度lc=1100!柱構(gòu)件伸出長度tep=20!端板厚度bep=bc+20!端板寬度HEP1=hc+200!端板高度tst=10!端板外伸部分加勁肋厚度hst=80!端板外伸部分加勁肋高度bst=bc/2-5!端板外伸部分加勁肋高度 lbth=12.5!螺栓頭厚度preten=155000!螺栓施工預(yù)拉力miu=.4!端板間抗滑移系數(shù)hb=400!梁截面高度bb=200!梁截面寬度 !梁翼緣厚度 !梁腹板厚度lb1=870!梁構(gòu)件伸出長度 ! !梁最左端高度 !梁的坡度 !一二排螺栓間距dis=-50!施加的位移荷載大block,o,tep,-k,33,tep,-hb/2+tbfk,34,tep+lb1,-hb/2+tbf+lb1*randa,tbw/2vgen,2,3,5,2,,-hb+tbf,,,0!!!!!!!!顏分k,82,-tep+tcf,-hep1/2-100k,86,-tep+tcf,-hep1/2-100,bep/2k,98,-k,97,-tep-hc+2*tcf,hb/2-(hc-2*tcf)*randak,100,-tep,hb/2,bb/2k,99,-tep-hc+2*tcf,hb/2-(hc-2*tcf)*randa,bb/2k,119,tep+hst,-hb/2+hst*randa,tst/2k,121,-k,124,-k,125,-tep-hst,hb/2-hst*randa,tst/2k,126,-tep,hb/2+hst,tst/2v,vgen,2,all,,,,-ab,,,0vgen,2,all,,,,-(hep1-2*aa-ab),,,0VSEL,U,,,boltNUMMRG,ALL,,,NUMMRG,ALL,,,!!下面定義材料1，Q345鋼材用于梁柱端板!!!!mesh螺栓桿LESIZE,all,,,4,,,,,1LESIZE,all,,,10,,,,,1!!!!mesh螺栓頭和螺母LESIZE,all,,,4,,,,,1LESIZE,all,,,8,,,,,1LESIZE,all,,,2,,,,,1!!!!mesh端板!!!!!!!!先建endte的component!!!!!!!!!!!!!!!!!!!!!!!mesh柱!!!!mesh梁!!!!!對高強(qiáng)螺栓!!!!下面施加loadstep1,邊界約束條件、柱軸向壓力和螺栓預(yù)拉CNVTOL,F,,0.01,2,,D,all,ALLSLOAD,ALL,9,LOCK,FORC,preten,1,2!!!!下面施加loadstep2,粱端荷D,num,uy,dis/title,StudyontheRoadbed'sYoung'sModulusE=f(sigma1,sigma3) EX !存放y_node *DO,J,1,2,*DO,I,1,16,1*DO,J,3,5,*DO,I,1,16,1 -----------!1.2.!1.2.1*DO,I,1,32,MP, *DO,I,33,80,1MP,EX,I, !材料99，賦給路面，不會改變MP,EX,99, !材料100，賦給土層，不會改變MP,EX,100, *DO,I,1,12,n, ,y_node(I) *DO,K,1,12, !12*DO,J,1,16, !16*DO,I,1,ndiv+1, !13 320*(K-1)+20*J+I r_node(J)*SIN(THTA*(I-1))y_node(K),r_node(J)*COS(THTA*(I-MAT,*DO,J,1,11, !11*DO,I,1,12, !12EN,192*(J-1)+I,J+1,320*J+20+I,320*J+20+I+1,320*J+20+I+1,J,320*(J-1)+20+I,*DO,K,1,11, !11layers!1*DO,J,2,16, !2-16*DO,I,1,12, !12EN,192*(K-1)+12*(J-1)+I,320*K+20*(J-1)+I,320*K+20*J+I,320*K+20*J+I+1,320*K+20*(J-1)+I+1,320*(K-1)+20*(J-1)+I,320*(K-1)+20*J+I,320*(K-1)+20*J+I+1,*DO,I,1,192,1*DO,I,1153,2112,1*DO,K,1,5,*DO,J,1,16,*DO,I,1,12,ESEL,s,ELEM,,1,12,*DO,I,2,11,1 !2-11layersESEL,a,ELEM,,192*(I-1)+1,192*(I-1)+12,1,/WAIT,3/WAIT,NUMSTR,node,D,all,,,,,,ALL,,,,,D,all,,,,,,all,,,,,*DO,I,1,12,D,I,UX,0,,,,*DO,J,1,11,*DO,I,2,16,D,320*(J-1)+20*(I-1)+1,UX,*DO,J,1,11,*DO,I,2,16,D,320*(J-1)+20*(I-1)+13,UZ,*DO,I,1,12,1SFE,I,6,PRES,,700,,,NROPT,AUTO,,EQSLV,,,0, !2.0 nnum,1 !跌代收斂精度!2.1!2.2*DO,m,1,NMAX,!2.2.1*DIM,ss_nodex,ARRAY,6,17!存放ss_nodex節(jié)點的徑向應(yīng)力,6（自上至下）,17（自內(nèi)至外）*DIM,ss_nodez,ARRAY,6,17!存放ss_nodez節(jié)點的垂直向應(yīng)力,6（自上至下）,17（自內(nèi)至外）*DIM,ss_elex,ARRAY,5,16!存放ss_elex 單元的徑向應(yīng)力,位置：（2/3單元邊長處,1/2單元高度處）,5層（自上至下）,16圈（自內(nèi)至外）*DIM,ss_elez,ARRAY,5,16!存放ss_elez 單元的垂直向應(yīng)力,位置：（2/3單元邊長處,1/2單元高度處）,5層（自上至下）,16圈（自內(nèi)至外）*DIM,sigma1,ARRAY,5,16sigma15x16*DIM,sigma3,ARRAY,5,16sigma35x16*DIM,excal,ARRAY,5,16excal5x16 !存放exsub !2.2.2*DO,I,1,6,*GET,ss_nodex(I,1),NODE,I+1,S,X !ss_nodexXofNO.0round'snodes*DO,I,1,6,*DO,J,2,17,*GET,ss_nodex(I,J),NODE,320*I+20*(J-1)+7,S,X !ss_nodexXofNO.1-16round'snodes*DO,I,1,6,*GET,ss_nodez(I,1),NODE,I+1,S,Z !ss_nodezXofNO.0round'snodes*DO,I,1,6,*DO,J,2,17,*GET,ss_nodez(I,J),NODE,320*I+20*(J-1)+7,S,Z !ss_nodezXofNO.1-16round'snodes*DO,I,1,5,*DO,J,1,16,*DO,I,1,5,*DO,J,1,16,!2.2.6*DO,I,1,5,*DO,J,1,16,*VOPER,*VOPER,!2.2.7*DO,I,1,5,*DO,J,1,16,!excal(I,J)= itkpa 1 nitkpa 2 !!!unit !2.2.8RMS（根方差）,RMS<eps（指定收斂的精度）判斷*DO,I,1,5,*DO,J,1,16,*IF,exrms,ge,eps,*MFUN,!2.2.9*DO,I,1,2,*DO,J,1,16,MP,EX,16*(I-1)+J,EX(I,J)MP,PRXY,16*(I-1)+J,PRXY2 *DO,I,3,5,*DO,J,1,16,MP,EX,16*(I-1)+J,EX(I,J)MP,PRXY,16*(I-1)+J,PRXY3 !2.2.10*DO,K,1,5,*DO,J,1,16,*DO,I,1,12,*IF,nnum,ge,100,Sorry,thestepnumberisgreaterthan100,Exit!!2.2.11NROPT,AUTO,,EQSLV,,,0,Ok,Congratulation,XiaoMei!EXhasbeenfound!!Very!2.2.12!3.0后處 一共輸出12項內(nèi)容,內(nèi)容12涵蓋了內(nèi)容1-!3.1LABEX(1,1)='EX1'LABEX(1,LABEX(1,LABEX(1,LABEX(1,LABEX(1,LABEX(1,LABEX(1,LABEX(1,9)='EX9'LABSS(1,1)='SSNXLABSS(1,2)='SSNXLABSS(1,3)='SSNXLABSS(1,4)='SSNXLABSS(1,5)='SSNXLABSS(1,6)='SSNXLABSS(1,7)='SSNXLABSS(1,8)='SSNXLABSS(1,9)='SSNX9'LABSS(2,1)='SSNZLABSS(2,2)='SSNZLABSS(2,3)='SSNZLABSS(2,4)='SSNZLABSS(2,5)='SSNZLABSS(2,6)='SSNZLABSS(2,7)='SSNZLABSS(2,8)='SSNZLABSS(2,9)='SSNZ9'LABSS(3,1)='SLABSS(3,2)='SLABSS(3,3)='SLABSS(3,4)='SLABSS(3,5)='SLABSS(3,6)='SLABSS(3,7)='SLABSS(3,8)='SLABSS(3,9)='SLABSS(5,1)='SIGMA1LABSS(5,2)='SIGMA1LABSS(5,3)='SIGMA1LABSS(5,4)='SIGMA1LABSS(5,5)='SIGMA1LABSS(5,6)='SIGMA1LABSS(5,7)='SIGMA1LABSS(5,8)='SIGMA1LABSS(5,9)='SIGMA19'LABSS(6,1)='SIGMA3LABSS(6,2)='SIGMA3LABSS(6,3)='SIGMA3LABSS(6,4)='SIGMA3LABSS(6,5)='SIGMA3LABSS(6,6)='SIGMA3LABSS(6,7)='SIGMA3LABSS(6,8)='SIGMA3LABSS(6,9)='SIGMA39'LABdisp(1,1)='DHLABdisp(1,2)='DHLABdisp(1,3)='DHLABdisp(1,4)='DHLABdisp(1,5)='DHLABdisp(1,6)='DHLABdisp(1,7)='DHLABdisp(1,8)='DHLABdisp(1,9)='DH *CFOPEN, Young'sModulusof*DO,I,1,1,*VWRITE,SEQU,*DO,I,1,1,*VWRITE,SEQU,

THEENDOF!3.3輸出應(yīng)力 *CFOPEN,ss_nodex,txt

Young'sModulusof*DO,I,1,1,*VWRITE,*DO,I,1,1,*VWRITE,

THEENDOF!3.4輸出應(yīng)力 *CFOPEN, Young'sModulusof*DO,I,1,1,*VWRITE,*DO,I,1,1,*VWRITE,

THEENDOF!3.5輸出應(yīng)力 *CFOPEN, Young'sModulusof*DO,I,1,1,*VWRITE,*DO,I,1,1,*VWRITE,

THEENDOF!3.6輸出應(yīng)力 *CFOPEN, Young'sModulusof*DO,I,1,1,*VWRITE,*DO,I,1,1,*VWRITE,

THEENDOF!3.7輸出應(yīng)力 *CFOPEN, Young'sModulusof*DO,I,1,1,*VWRITE,*DO,I,1,1,*VWRITE,

THEENDOF!3.8輸出應(yīng)力 *CFOPEN, Young'sModulusof*DO,I,1,1,*VWRITE,*DO,I,1,1,*VWRITE,

THEENDOFsn_nodex*DIM,sn_nodex,ARRAY,6,17*DIM,sn_nodez,ARRAY,6,17*DO,I,1,6,*GET,sn_nodex(I,1),NODE,I+1, !SXofLAYERS'*DO,I,1,6,*DO,J,2,17,*GET,sn_nodex(I,J),NODE,320*I+20*(J-1)+7, !SXofNO.1-LAYERS'*DO,I,1,6,*GET,sn_nodez(I,1),NODE,I+1, !SzofNO.0*DO,I,1,6,*DO,J,2,17,*GET,sn_nodez(I,J),NODE,320*I+20*(J-1)+7, !SzofNO.1-LAYERS'!3.9輸出應(yīng)邊 *CFOPEN,-

OUTPUTNODES'SXOFEVERY*DO,I,1,1,*VWRITE,*DO,I,1,1,*VWRITE,

THEENDOF!3.9輸出應(yīng)變 *CFOPEN,-

OUTPUTNODES'SZOFEVERY*DO,I,1,1,*VWRITE,*DO,I,1,1,*VWRITE, THEENDOF!3.10*DIM,disph,ARRAY,7,17*DO,I,1,7,*GET,disph(I,1),NODE,I, !UYofNO.0*DO,I,1,7,*DO,J,2,17,*GET,disph(I,J),NODE,320*(I-1)+20*(J-1)+7, !UYofNO.1-LAYERS'!3.10輸出應(yīng)邊 *CFOPEN,C***,-------------------OUTPUTNODES'dispathighOFEVERYLAYER------------*DO,I,1,1,*VWRITE,*DO,I,1,1,*VWRITE,

THEENDOF!3.11*DO,I,1,5,*DO,J,1,16,!3.11輸出應(yīng)力比值 *CFOPEN, Young'sModulusof*DO,I,1,1,*VWRITE,*DO,I,1,1,*VWRITE,

THEENDOF!3.12輸出所有計算、提取的參數(shù)結(jié) PARSAV,ALL,'all','txt',''R,1,12,,,,,ASEL,,,,1!1荷載NSUBST,10,,,1!2荷載NSUBST,20,,,1!3荷載NSUBST,20,,,1!4荷載NSUBST,20,,,1 PLVAR,3,,,,,,,,,利用ANSYS的單元生死功能，對問題進(jìn)行仿真。 上面給出的是一次模擬和澆注模擬相應(yīng)令流。在澆注模擬中需注意的問題分成兩個載荷步進(jìn)行求解計算，對應(yīng)步驟相應(yīng)進(jìn)行單元的生死處理。各載荷步求解之間不能推Solution求解器求解過程中要打開大變形開關(guān)、應(yīng)用牛頓-拉斐遜算法（ANSYS單元生死必須的。一次模擬：生成結(jié)構(gòu)，然后分析結(jié)構(gòu)在自重下的變形。優(yōu)點：方便快捷。缺點：一次模擬方 /title,BridgeofGuangkaRoad!所有單位均采用國際單位制 amap,3,11,8,7,411,8,7,43進(jìn)行四邊形mapped網(wǎng)格剖VSEL,,,,P51XVSEL,,,,P51X ANSYS表面效應(yīng)單ANSYS的參數(shù)化設(shè)計語言，也可以非常完美地實現(xiàn)此功能，!!!在執(zhí)行如下加載命令之前,asel將需要加載的幾何面選擇出!如果載荷的反向是一個特殊坐標(biāo)系的方向,可在此建立局部坐標(biāo)系,!所有節(jié)點坐標(biāo)系旋轉(zhuǎn)到局部坐標(biāo)系下*get,enmax,elem,,num,max把當(dāng)前選中的對象的最大單元號賦予enmaxfcum,add將力的施加方式設(shè)置為"累加",而不是缺省的"替代!*get,ae,elem,i,area*get,ae,elem,i,aproj,x此命令用單元X!*get,ae,elem,i,aproj,y!此命令用單元Y!*get,ae,elem,i,aproj,z!此命令用單元Z投影面積xe=centrx(i)!i中心X坐標(biāo)(用于求解壓力值)ye=centry(i)!iY坐標(biāo)(用于求解壓力值)ze=centrz(i)!i中心Z坐標(biāo)(用于求解壓力值)!下面輸入壓力隨坐標(biāo)變化的,本例的壓力隨X和Y坐標(biāo)線性變化.f,nelem(i,j),fx,f_n壓力的作用方向為Xf,nelem(i,j),fy,f_n壓力的作用方向為Yf,nelem(i,j),fz,f_n壓力的作用方向為Zfcum,repl將力的施加方式還原為缺省的"替代"/title,Sampleapplicationofcylind,0.5,,-0.25,0,cylind,0.5,,1,1.25,cylind,0.25,,0,1,cylind,0.35,1,0,0.75,cylind,0.35,1,0.75,1,/title,SampleapplicationofPSMESH-preloadonly!Finally,weconstructtheactualsolutionofinterest.Wewant!knowwhathappenstothepreloadinthebolt,andthestressfield!it,whentheassemblytemperaturerisesto150°!Boththepreloadandthestressesincreasebecause,fora!temperaturerise,thereisgreaterthermalexpansioninthealuminum!thaninthesteelbolt.Anymethodforapplyingpreloadthatdid!allowtheloadtochangewouldbeunabletopredictthis/title,SampleapplicationofPSMESH-uniform150°（釋放太快 !ASSIGN !ASSIGN !ASSIGN !ASSIGNVALUE !DEFINEDATAFOR

L,1,L,1,L,4,L,5,L,7,10L,10,L,8,L,6,L,3, OUTPR,BASIC,10!PRINTBASICSOLUTIONFOREVERY10THSUBSTEPOUTRES,ESOL,1!STOREELEMENTSOLUTIONFOREVERYSUBSTEP埋設(shè)在的排水管rpc管道混凝土管道用solid45單元模擬，link8模擬縱向鋼筋和箍筋，直接建立單元，采用的方式直接（nummrgR,1,137.4e-6,,一帶缺口的梁,一端受壓確定其臨界載荷.梁尺寸10×10×300，缺口尺寸10×4×10，受力 載荷如下:得臨界載荷 VE, VE,LESIZE,9,,,20,,,,LESIZE,12,,,20,,,,LESIZE,i,,,20,,,,LESIZE,i,,,20,,,,LESIZE,i+3,,,20,,,,LESIZE,43,,,20,,,,LESIZE,44,,,20,,,,LESIZE,1,,,6,,,,LESIZE,3,,,6,,,,LESIZE,6,,,6,,,,LESIZE,8,,,6,,,,LESIZE,13,,,6,,,,LESIZE,15,,,6,,,,LESIZE,18,,,6,,,,LESIZE,i,,,6,,,,,1LESIZE,32,,,6,,,,LESIZE,37,,,6,,,,LESIZE,42,,,6,,,,LESIZE,14,,,2,,,,LESIZE,16,,,2,,,,LESIZE,17,,,2,,,,LESIZE,19,,,2,,,,LESIZE,i,,,2,,,,,1LESIZE,i,,,4,,,,,1LESIZE,24,,,4,,,,LESIZE,29,,,4,,,,LESIZE,i,,,4,,,,,1LESIZE,i+10,,,4,,,,!Defineconstrainand/encrypt,yuhui4,Magic*cset,1,3,H,'Theheightof*cset,4,6,W,'Thewidthof*cset,7,9,a1,'Angleleftsideto*cset,10,12,a2,'Anglerightsideto*cset,13,15,hole,'thenumberof*cset,16,18,type,'LayeredGlass*cset,19,21,thi,'Thicknessofinner*cset,22,24,tho,'Thicknessofouter*cset,61,62,'PleaseFillinrelatedblanksto','buildFEAmodelAndapply*cset,28,30,Seismic,'Designedseismic*cset,63,64,'FORLAYEREDGLASSTYPE:1--[dan','pian],2--[jiajiao],3--[ganghua]'*cset,1,3,doftop,'constraintypeonthetop*cset,4,6,dofdown,'constraintypeonthedown*cset,7,9,dofleft,'constraintypeontheleft*cset,10,12,dofright,'constraintypeontheright*cset,13,15,Wdiv,'dividenumberonthewidth*cset,16,18,Hdiv,'dividenumberontheheigth*cset,22,24,switch,'Choosesolution*cset,61,62,'PleaseFillinrelatedblanksto','GetFEA*cset,63,64,'SWITCH:0--[ByYouself]1--[Small',',Deformed]2--[LargeDeformed]'*cset,4,6,kbw,'Distancetowidth*cset,7,9,kbh,'Distancetoheight*cset,10,12,dofdown,'constraintypeonthedown*cset,13,15,Wdiv,'dividenumberonthewidth*cset,16,18,Hdiv,'dividenum