寧波某輕型鋼結(jié)構(gòu)門式剛架廠房畢業(yè)設(shè)計(jì)計(jì)算書精

1、寧波某輕型鋼結(jié)構(gòu)門式剛架廠房畢業(yè)設(shè)計(jì)寧波某輕型鋼結(jié)構(gòu)門式剛架廠房畢業(yè)設(shè)計(jì)專業(yè)專業(yè)：土木工程：土木工程姓名：姓名：張驍張驍學(xué)號(hào)：學(xué)號(hào)：3020913094指導(dǎo)教師：吳：吳姍姍姍姍，查支詳內(nèi)容摘要內(nèi)容摘要本設(shè)計(jì)主要進(jìn)行了結(jié)構(gòu)方案中橫向框架2、3、7、8軸框架的抗震設(shè)計(jì)。在確定框架布局之后，先進(jìn)行了層間荷載代表值的計(jì)算接著利用頂點(diǎn)位移法求出自震周期，進(jìn)而按底部剪力法計(jì)算水平地震荷載作用下大小，進(jìn)而求出在水平荷載作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸

2、力）。接著計(jì)算豎向荷載（恒載及活荷載）作用下的結(jié)構(gòu)內(nèi)力，。是找出最不利的一組或幾組內(nèi)力組合。選取最安全的結(jié)果計(jì)算配筋并繪圖。此外還進(jìn)行了結(jié)構(gòu)方案中的室內(nèi)樓梯的設(shè)計(jì)。完成了平臺(tái)板，梯段板，平臺(tái)梁等構(gòu)件的內(nèi)力和配筋計(jì)算及施工圖繪制。關(guān)鍵詞：關(guān)鍵詞：框架框架結(jié)構(gòu)設(shè)計(jì)結(jié)構(gòu)設(shè)計(jì)抗震設(shè)計(jì)抗震設(shè)計(jì)AbstractThepurposeofthedesignistodotheantiseismicdesigninthelongitudinalframes

3、ofaxis2、3、7、8.Whenthedirectionsoftheframesisdeterminedfirstlytheweightofeachfloiscalculated.Thenthevibratecycleiscalculatedbyutilizingthepeakdisplacementmethodthenmakingtheamountofthehizontalseismicfcecanbegotbywayoftheb

4、ottomshearfcemethod.Theseismicfcecanbeassignedaccdingtotheshearingstiffnessoftheframesofthedifferentaxis.Thentheinternalfce(bendingmomentshearingfceaxialfce)inthestructureunderthehizontalloadscanbeeasilycalculated.Aftert

5、hedeterminationoftheinternalfceunderthedeadliveloadsthecombinationofinternalfcecanbemadebyusingtheExcelsoftwarewhosepurposeistofindoneseveralsetsofthemostadverseinternalfceofthewalllimbsthecoterminousgirderswhichwillbeth

6、ebasisofprotractingthereinfcingdrawingsofthecomponents.Thedesignofthestairsisalsobeapproachedbycalculatingtheinternalfcereinfcingsuchcomponentsaslingslabstepboardlinggirderwhoseshopdrawingsarecompletedintheend.KeywdsKeyw