本文關(guān)鍵詞： 能量致災(zāi)演化 能量鏈?zhǔn)窖堇[ 耗能減震 抗震加固 粘滯阻尼裝置　出處：《重慶交通大學(xué)》2014年碩士論文　論文類型：學(xué)位論文

【摘要】：新中國成立以來，由于當(dāng)時(shí)科學(xué)技術(shù)水平落后、經(jīng)濟(jì)水平有限以及人們對(duì)于地震嚴(yán)重性、建筑物抗震重要性認(rèn)識(shí)的不足，建筑物的抗震設(shè)計(jì)一直沒有得到很好的貫徹實(shí)施。隨著高層建筑的快速發(fā)展，，對(duì)于結(jié)構(gòu)抗震加固新技術(shù)、新材料、新方法的研究成為我國今后建設(shè)發(fā)展與防震減災(zāi)的一項(xiàng)重要的工作。本文將隔震耗能加固新技術(shù)應(yīng)用到現(xiàn)有的高層建筑抗震加固設(shè)計(jì)中，將隔震耗能新技術(shù)與抗震結(jié)構(gòu)性能評(píng)估相結(jié)合，為我國建筑結(jié)構(gòu)抗震加固設(shè)計(jì)提出了一個(gè)有效的解決方法。 本文以災(zāi)變鏈?zhǔn)嚼碚摓槔碚搶?dǎo)向，從能量鏈的演繹角度對(duì)地震能量在介質(zhì)載體中的傳播演化致災(zāi)機(jī)理進(jìn)行歸納分析，研究地震能量的鏈?zhǔn)窖莼P(guān)系，并運(yùn)用災(zāi)變鏈?zhǔn)嚼碚摻⒛芰哭D(zhuǎn)化度量分析模型，分析能量鏈演化過程量變與質(zhì)變關(guān)系及能量鏈?zhǔn)窖莼奈镔|(zhì)第一性關(guān)系；研究地震動(dòng)作用下能量在介質(zhì)載體中傳播演化致災(zāi)模式，提出地震災(zāi)害的誘發(fā)與介質(zhì)載體形態(tài)變化之間的關(guān)系；對(duì)深化認(rèn)識(shí)地震作用具有一定的理論意義與價(jià)值。 基于結(jié)構(gòu)抗震性能優(yōu)化設(shè)計(jì)方法，提出了基于靜力彈塑性分析的能力譜法確定耗能減震所需的附加阻尼器的設(shè)計(jì)。通過工程實(shí)例針對(duì)鋼筋混凝土框架結(jié)構(gòu)進(jìn)行了結(jié)構(gòu)粘滯阻尼器耗能減震措施的設(shè)計(jì)，運(yùn)用有限元軟件Midas/Gen對(duì)高層框架結(jié)構(gòu)進(jìn)行設(shè)計(jì)分析，通過分析對(duì)結(jié)構(gòu)的抗震性能進(jìn)行評(píng)估，包括對(duì)結(jié)構(gòu)的振型反應(yīng)譜與結(jié)構(gòu)靜力彈塑性進(jìn)行分析，得出了不同荷載工況下的能力譜與需求譜曲線、位移及位移角分析結(jié)果，并采用能力譜法對(duì)結(jié)構(gòu)抗震性能目標(biāo)進(jìn)行判斷，在模型中采用均勻布置模式分配粘滯阻尼系數(shù)，最后對(duì)設(shè)置阻尼前后的結(jié)構(gòu)運(yùn)用時(shí)程分析進(jìn)行結(jié)構(gòu)耗能減震效果進(jìn)行對(duì)比，為現(xiàn)有高層建筑結(jié)構(gòu)的抗震加固設(shè)計(jì)提供借鑒與參考。
[Abstract]:Since the founding of New China, due to the backward level of science and technology at that time, the limited economic level and the lack of understanding of the seriousness of the earthquake and the importance of aseismic buildings, The seismic design of buildings has not been well implemented. With the rapid development of high-rise buildings, new technologies and materials for seismic strengthening of structures, The study of the new method has become an important work in the future construction development and earthquake prevention and mitigation in our country. In this paper, the new technology of seismic energy dissipation reinforcement is applied to the seismic strengthening design of existing high-rise buildings. Combining the new technology of isolation and energy dissipation with the evaluation of seismic structure performance, an effective solution is proposed for the seismic strengthening design of building structures in China. In this paper, based on the catastrophe chain theory, the mechanism of earthquake energy propagation and evolution in medium carrier is summarized and analyzed from the angle of energy chain deduction, and the chain evolution relationship of seismic energy is studied. The energy transformation metric analysis model is established by using catastrophe chain theory to analyze the relationship between the quantitative change and the qualitative change of the energy chain evolution and the material primary relationship of the energy chain evolution. This paper studies the model of energy propagation and evolution in medium carrier under the action of ground motion, and puts forward the relationship between earthquake disaster induction and medium carrier shape change, which has certain theoretical significance and value in deepening the understanding of earthquake action. Based on the optimum design method of seismic performance of structures, The design of additional dampers for energy dissipation is proposed based on the capacity spectrum method of static elastic-plastic analysis. The design of energy dissipation measures for reinforced concrete frame structures with viscous dampers is carried out through an engineering example. The finite element software Midas/Gen is used to design and analyze the high-rise frame structure, and the seismic performance of the structure is evaluated, including the vibration response spectrum of the structure and the static elastic-plastic analysis of the structure. The analysis results of capacity spectrum and demand spectrum curve, displacement and displacement angle under different load conditions are obtained. The seismic performance target of the structure is judged by capacity spectrum method, and the viscous damping coefficient is distributed in the model with uniform layout mode. Finally, the effects of energy dissipation and seismic absorption of structures before and after damping are compared, which provides reference and reference for the seismic reinforcement design of existing high-rise building structures.
【學(xué)位授予單位】：重慶交通大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2014
【分類號(hào)】：TU973.31

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 蘇幼坡;張玉敏;;唐山大地震震害分布研究[J];地震工程與工程振動(dòng);2006年03期

2 宋雅桐;;人造地震波的研究[J];南京工學(xué)院學(xué)報(bào);1980年02期

3 高慶華;中國自然災(zāi)害的分布與分區(qū)減災(zāi)對(duì)策[J];地學(xué)前緣;2003年S1期

4 商宏寬;自然災(zāi)害研究中幾個(gè)觀念問題的討論[J];工程地質(zhì)學(xué)報(bào);1996年03期

5 袁健錚;李健;;粘彈性阻尼器在結(jié)構(gòu)設(shè)計(jì)和抗震加固中的應(yīng)用[J];廣東土木與建筑;2009年06期

6 劉季，周云;結(jié)構(gòu)抗震控制的研究與應(yīng)用狀況（下）──主動(dòng)控制、混合控制及半主動(dòng)控制[J];哈爾濱建筑大學(xué)學(xué)報(bào);1995年05期

7 劉軍生;楊佳玲;陳建慧;;粘彈性阻尼器在工程應(yīng)用中的震動(dòng)控制理論及分析[J];建筑結(jié)構(gòu);2011年S1期

8 葉正強(qiáng),李愛群,程文p<,楊國華,丁幼亮;采用粘滯流體阻尼器的工程結(jié)構(gòu)減振設(shè)計(jì)研究[J];建筑結(jié)構(gòu)學(xué)報(bào);2001年04期

9 周云,徐彤;耗能減震技術(shù)的回顧與前瞻[J];力學(xué)與實(shí)踐;2000年05期

10 李剛;于經(jīng);馮秀梅;林新賢;;粘彈性阻尼器的計(jì)算模型及分析[J];青島農(nóng)業(yè)大學(xué)學(xué)報(bào)(自然科學(xué)版);2007年02期

本文編號(hào)：1528567