本文選題：不規(guī)則結(jié)構(gòu) + 穿層柱��； 參考：《廣西大學(xué)》2015年碩士論文

【摘要】：隨著我國(guó)經(jīng)濟(jì)高速發(fā)展,大量不規(guī)則的高層及超高層建筑出現(xiàn)。為了符合使用功能,建筑內(nèi)部設(shè)立通高大堂,結(jié)構(gòu)平面大開(kāi)洞,將造成空間布置上形成穿層柱、大開(kāi)洞等復(fù)雜的結(jié)構(gòu)形式,這些復(fù)雜結(jié)構(gòu)的出現(xiàn)要求在結(jié)構(gòu)設(shè)計(jì)中特別注意。另外近幾年地震頻發(fā),對(duì)于復(fù)雜建筑抗震性能的研究越來(lái)越深入,以確保其達(dá)到“大震不倒”的抗震設(shè)防目標(biāo)。本文以某帶穿層柱Z字平面框一剪結(jié)構(gòu)作為實(shí)例,結(jié)合基于結(jié)構(gòu)性能抗震設(shè)計(jì)方法,展開(kāi)以下幾方面內(nèi)容的計(jì)算分析工作：1、本文采用SATWE和midas Building兩款軟件,在多遇地震作用下依照振型分解反應(yīng)譜法對(duì)結(jié)構(gòu)進(jìn)行彈性對(duì)比分析,確保了結(jié)構(gòu)符合規(guī)范“小震不壞”的抗震設(shè)防目標(biāo)。2、在罕遇地震作用下結(jié)構(gòu)進(jìn)入塑性破壞,本文采用PKPM中的PUSHEPDA和midas Building兩種彈塑性分析軟件,對(duì)結(jié)構(gòu)進(jìn)行靜力彈塑性對(duì)比分析。分析結(jié)果表明結(jié)構(gòu)符合規(guī)范“大震不倒”的抗震設(shè)防目標(biāo),構(gòu)件損傷機(jī)制符合“強(qiáng)柱弱梁”的規(guī)范要求。3、為了反映結(jié)構(gòu)在地震動(dòng)下的真實(shí)響應(yīng),采用PUSHEPDA程序?qū)Y(jié)構(gòu)進(jìn)行動(dòng)力時(shí)程分析。分析結(jié)果表明三條地震波選取合理,結(jié)構(gòu)能符合規(guī)范“大震不倒”的抗震設(shè)防目標(biāo)。4、在罕遇地震作用下分析了穿層柱的受力性能,分析結(jié)果表明穿層柱擁有較好的抗震能力,塑性鉸滯后出現(xiàn)。
[Abstract]:With the rapid economic development of our country, a large number of irregular tall and super-high-rise buildings appear. In order to meet the use function, the high hall is set up inside the building, and the structure plane has a large opening, which will result in the formation of complex structural forms such as perforated columns and large openings in the space arrangement. The appearance of these complex structures requires special attention in the structural design. In addition, in recent years, the seismic performance of complex buildings has been studied more and more deeply in order to ensure that the seismic fortification target of "strong earthquake will not collapse" is achieved. In this paper, with the example of a plane frame shear structure with a cross layer column Z character, combined with seismic design method based on structural performance, the following calculation and analysis work: 1 is carried out. In this paper, two kinds of software, SATWE and midas Building, are used in this paper. Under the action of frequent earthquakes, the elastic analysis of the structure is carried out according to the mode decomposition response spectrum method, which ensures that the structure conforms to the seismic fortification target of "small earthquake is not bad", and under rare earthquake, the structure enters into plastic failure. In this paper, the static elastoplastic analysis of the structure is carried out by using two kinds of elastoplastic analysis softwares, such as PUSHEPDA and midas Building in PKPM. The analysis results show that the structure conforms to the seismic fortification target of the code "strong earthquake does not collapse", and the damage mechanism of the member conforms to the requirement of "strong column and weak beam", in order to reflect the real response of the structure under ground motion, the structural damage mechanism meets the requirement of "strong column and weak beam". The dynamic time history analysis of the structure is carried out by using the PUSHEPDA program. The analysis results show that the selection of three seismic waves is reasonable, and the structure can meet the seismic fortification target of "strong earthquake does not collapse". Under the action of rare earthquake, the stress behavior of the perforated column is analyzed. The analysis results show that the perforated column has good seismic capacity. Plastic hinge lags appear.
【學(xué)位授予單位】：廣西大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2015
【分類號(hào)】：TU973.16;TU973.31

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 魏琨;聶蘭慧;任銀成;;彈性時(shí)程分析法在超限高層中的應(yīng)用實(shí)例[J];中華建設(shè);2015年05期

2 姚文斌;廖小雄;;基于MIDAS/Gen的靜力彈塑性分析[J];建筑結(jié)構(gòu);2013年S2期

3 樊長(zhǎng)軍;;彈性時(shí)程分析法在結(jié)構(gòu)設(shè)計(jì)中的運(yùn)用[J];太原城市職業(yè)技術(shù)學(xué)院學(xué)報(bào);2013年06期

4 曹舉烽;;黃石市中級(jí)人民法院審判樓復(fù)雜高層結(jié)構(gòu)計(jì)算與分析[J];工程建設(shè)與設(shè)計(jì);2013年04期

5 葉列平;程光煜;曲哲;陸新征;;基于能量抗震設(shè)計(jì)方法研究及其在鋼支撐框架結(jié)構(gòu)中的應(yīng)用[J];建筑結(jié)構(gòu)學(xué)報(bào);2012年11期

6 鄭毅敏;王棟;;躍層柱抗震性能探討[J];結(jié)構(gòu)工程師;2012年02期

7 陳康華;郭遠(yuǎn)翔;;彈性動(dòng)力時(shí)程分析中地震波的選取方法研究[J];河北工業(yè)科技;2012年01期

8 焦柯;吳桂廣;;常用彈塑性分析軟件在建筑結(jié)構(gòu)推覆分析中的計(jì)算對(duì)比[J];建筑結(jié)構(gòu);2011年05期

9 張凱;劉洪兵;劉江;劉瑋;;靜力彈塑性分析在不規(guī)則結(jié)構(gòu)中的應(yīng)用研究[J];工程抗震與加固改造;2010年01期

10 楊志勇;黃吉鋒;邵弘;;彈性與彈塑性動(dòng)力時(shí)程分析方法中若干問(wèn)題探討[J];建筑結(jié)構(gòu)學(xué)報(bào);2009年S1期

相關(guān)會(huì)議論文 前1條

1 種迅;葉獻(xiàn)國(guó);吳本華;;Pushover分析中側(cè)向力分布形式的影響[A];第十屆全國(guó)結(jié)構(gòu)工程學(xué)術(shù)會(huì)議論文集第Ⅲ卷[C];2001年

相關(guān)碩士學(xué)位論文 前4條

1 唐凌;某平面不規(guī)則高層剪力墻結(jié)構(gòu)的抗震性能分析[D];廣西大學(xué);2012年

2 逯曉強(qiáng);框架—剪力墻結(jié)構(gòu)抗震能力及彈塑性動(dòng)力時(shí)程分析[D];太原理工大學(xué);2012年

3 楊超;高層建筑結(jié)構(gòu)靜力與動(dòng)力彈塑性抗震分析對(duì)比研究[D];西南交通大學(xué);2011年

4 高妹娟;SRC框架-RC核心筒混合結(jié)構(gòu)協(xié)同工作性能分析研究[D];西安建筑科技大學(xué);2007年

，

本文編號(hào)：2061550