【摘要】：隨著輕質(zhì)和高強(qiáng)建筑材料的運(yùn)用、結(jié)構(gòu)分析和設(shè)計(jì)技術(shù)的進(jìn)步、建筑使用功能的需要以及施工技術(shù)的發(fā)展，許多大跨度結(jié)構(gòu)在大型公共建筑中廣泛應(yīng)用。大跨結(jié)構(gòu)如大跨人行天橋，具有跨度大、質(zhì)量輕、阻尼低等特點(diǎn)，盡管在結(jié)構(gòu)設(shè)計(jì)中能夠保證此類結(jié)構(gòu)的承載力和變形滿足規(guī)范的要求。但在大量的人員通行時(shí)，大跨輕質(zhì)結(jié)構(gòu)會(huì)產(chǎn)生顯著的動(dòng)力響應(yīng)，這種振動(dòng)達(dá)到一定程度時(shí)，常常會(huì)使居住者或使用者感覺(jué)不舒服甚至恐慌，極大地降低了結(jié)構(gòu)的適用性。所以，基于人體舒適度的大跨度結(jié)構(gòu)在人行荷載作用下的減振控制尤為必要。 本論文以某室內(nèi)人行橋?yàn)楣こ瘫尘�，較系統(tǒng)的研究了大跨結(jié)構(gòu)人致振動(dòng)舒適度問(wèn)題和減振控制。主要分析了箱型截面人行橋在人行荷載作用下的動(dòng)力響應(yīng)，評(píng)價(jià)了該人行橋在人行荷載作用下的舒適度問(wèn)題，同時(shí)布置調(diào)頻質(zhì)量阻尼器系統(tǒng)（TMD），以減小它們的豎向振動(dòng)響應(yīng)，保證結(jié)構(gòu)的使用安全和人員的舒適感，主要研究?jī)?nèi)容如下： 1、闡述了常見(jiàn)人行荷載的特點(diǎn)和模型，綜合分析了國(guó)內(nèi)外樓板結(jié)構(gòu)振動(dòng)的研究概況以及樓板振動(dòng)規(guī)范，結(jié)合本工程的實(shí)際情況，，總結(jié)出了大跨結(jié)構(gòu)在人行荷載激勵(lì)下的振動(dòng)舒適度評(píng)價(jià)方法和分析方法； 2、介紹了豎向減振裝置TMD的理論和參數(shù)設(shè)計(jì)方法，利用等效線性化方法將有阻尼的單自由度體系等效為無(wú)阻尼的單自由度體系，在此基礎(chǔ)上利用無(wú)阻尼主結(jié)構(gòu)TMD參數(shù)優(yōu)化的結(jié)果推導(dǎo)了有阻尼主結(jié)構(gòu)TMD最優(yōu)參數(shù)； 3、針對(duì)既有室內(nèi)人行橋結(jié)構(gòu)特點(diǎn)，確定該人行橋的邊界條件，單獨(dú)建立該結(jié)構(gòu)的有限元模型，并進(jìn)行動(dòng)力特性分析。根據(jù)自振頻率和振型初步判斷豎向振動(dòng)最不利的區(qū)域，并考慮在不同人行荷載工況下計(jì)算人行荷載作用下的動(dòng)力響應(yīng)，最后根據(jù)規(guī)范評(píng)價(jià)了結(jié)構(gòu)豎向振動(dòng)的舒適度性； 4、根據(jù)豎向TMD理論，在豎向振動(dòng)最不利區(qū)域布置了調(diào)頻質(zhì)量阻尼器系統(tǒng)，并計(jì)算了TMD的減振效果，減振后的加速度響應(yīng)滿足現(xiàn)有規(guī)范的要求。 最后，總結(jié)了全文所做的工作，得出相應(yīng)的結(jié)論并提出下一步要做的工作。
[Abstract]:With the application of lightweight and high-strength building materials, the progress of structural analysis and design technology, the need of building function and the development of construction technology, many long-span structures are widely used in large public buildings. Large span structures, such as long span footbridges, are characterized by large span, light weight and low damping, although in structural design, the bearing capacity and deformation of such structures can meet the requirements of the code. However, when a large number of people pass through, the long-span lightweight structure will produce a significant dynamic response. When the vibration reaches a certain level, it often makes the occupant or the user feel uncomfortable or even panic, which greatly reduces the applicability of the structure. Therefore, it is necessary to control the vibration of long-span structure based on human comfort under the action of pedestrian load. In this paper, based on the engineering background of an indoor footbridge, the problem of human induced vibration comfort and vibration control of long span structures are studied systematically. This paper mainly analyzes the dynamic response of the box section footbridge under the action of pedestrian load, evaluates the comfort degree of the footbridge under the action of pedestrian load, and arranges the FM mass damper system (TMD), at the same time. In order to reduce their vertical vibration response and ensure the safety of the structure and the comfort of the personnel, the main research contents are as follows: 1. The characteristics and models of common pedestrian loads are described. The general situation of the research on the vibration of floor structure at home and abroad and the criterion of floor vibration are analyzed synthetically. Combined with the actual situation of this project, the evaluation method and analysis method of vibration comfort of long-span structure under the excitation of pedestrian load are summarized. 2. The theory and parameter design method of vertical vibration absorber TMD are introduced. The damping single degree of freedom system is equivalent to the undamped one degree of freedom system by using the equivalent linearization method. On the basis of this, the optimal parameters of TMD for damped main structure are derived by using the results of TMD parameter optimization of undamped main structure. 3. According to the structural characteristics of the existing indoor footbridge, the boundary conditions of the footbridge are determined, the finite element model of the structure is established separately, and the dynamic characteristics are analyzed. According to the natural vibration frequency and vibration mode, the most unfavorable region of vertical vibration is preliminarily judged, and the dynamic response under different conditions of pedestrian load is considered. Finally, the comfort degree of vertical vibration of structure is evaluated according to the code. 4. According to the vertical TMD theory, the FM mass damper system is arranged in the most unfavorable area of vertical vibration, and the damping effect of TMD is calculated. The acceleration response after damping meets the requirements of the existing specifications. Finally, the paper summarizes the work done in this paper, draws the corresponding conclusions and puts forward the next step.
【學(xué)位授予單位】：武漢理工大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2014
【分類號(hào)】：U441.3;U448.11

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