公路車(chē)輛橋梁耦合振動(dòng)的數(shù)值模擬與應(yīng)用（英文版）

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作　者：	Steve C.S.Cai，Lu Deng 編
出版社：	高等教育出版社
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標(biāo)　簽：	暫缺

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ISBN：	9787040539868	出版時(shí)間：	2020-08-01	包裝：	精裝
開(kāi)本：	16開(kāi)	頁(yè)數(shù)：	532	字?jǐn)?shù)：

內(nèi)容簡(jiǎn)介

　　《公路車(chē)輛橋梁耦合振動(dòng)的數(shù)值模擬與應(yīng)用（英文版）》涵蓋了車(chē)橋耦合作用相關(guān)的理論基礎(chǔ)知識(shí)和工程應(yīng)用。車(chē)輛行駛通過(guò)公路橋梁時(shí)會(huì)引發(fā)橋梁振動(dòng)，橋梁也會(huì)反過(guò)來(lái)影響車(chē)輛的振動(dòng)，這種車(chē)橋耦合作用帶來(lái)了許多有用的信息。一方面，雖然傳統(tǒng)上通常將車(chē)輛視為橋梁的載荷，但它們也可以被視為橋梁結(jié)構(gòu)響應(yīng)的傳感器和接收器。另一方面，雖然傳統(tǒng)上橋梁通常被視為車(chē)輛重量的承載結(jié)構(gòu)，但它們也可以被視為可以衡量車(chē)輛載荷的秤?；谶@些觀察和發(fā)現(xiàn)，作者的研究小組開(kāi)展了在車(chē)橋耦合振動(dòng)領(lǐng)域的廣泛研究。該書(shū)將記錄新的理論發(fā)展和應(yīng)用，為相關(guān)研究人員和研究生們提供參考信息。《公路車(chē)輛橋梁耦合振動(dòng)的數(shù)值模擬與應(yīng)用（英文版）》適合橋梁工程領(lǐng)域的研究生、專(zhuān)業(yè)人士和研究人員閱讀。讀者應(yīng)在已經(jīng)完成了結(jié)構(gòu)動(dòng)力學(xué)、橋梁工程等相關(guān)課程的基礎(chǔ)上閱讀該書(shū)。

作者簡(jiǎn)介

暫缺《公路車(chē)輛橋梁耦合振動(dòng)的數(shù)值模擬與應(yīng)用（英文版）》作者簡(jiǎn)介

圖書(shū)目錄

Chapter 1 Introduction
1．1 Background and Thematic Basis
1．2 Promising Approach to Dealing with Highway Infrastructure Problem
1．3 Book Organization
Chapter 2 Framework of Vehicle-Bridge Coupled Modeling
2．1 Introduction
2．2 Methodology
2．2．1 Modeling of Vehicle
2．2．2 Modeling of Bridge
2．2．3 Road Surface Condition
2．2．4 Assembling of Bridge-Vehicle Equation of Motion
2．3 Numerical Demonstration Example
2．3．1 Impact Factor and Dynamic Load Coefficient
2．3．2 Effect of Road Roughness
2．3．3 Effect of Vehicle Damping
2．3．4 Effect of Vehicle Rigidity
2．3．5 Effect of Vehicle Weight
2．3．6 Effect of Vehicle Speed
2．3．7 Results in Frequency Domain
2．4 Conclusions
References
Chapter 3 Vehicle-Induced Impact on Bridges
3．1 Definition of Impact Factor
3．2 Bridge Code Provisions Worldwide
3．2．1 AASHTO Code
3．2．2 Ontario‘s Code and Canadian Code
3．2．3 Chinese Code
3．2．4 Zelanian Code
3．2．5 Australian Code
3．2．6 European Code
3．2．7 British Code
3．2．8 Japanese Code
3．3 Numerical Simulation of Effect of Approach Span Condition
3．3．1 Mechanism and Modeling of Bump and Road Roughness．
3．3．2 Selected Vehicle and Bridge Models
3．4 Dynamic Responses of Slab Bridges under Different Conditions
3．4．1 Effect of Vehicle Speed
3．4．2 Effect of Approach Span Condition
3．4．3 Effect of Bridge Deck Surface Condition
3．4．4 IMs of Slab Bridges
3．5 Dynamic Responses of Slab-on-Girder Bridges under Different Conditions
3．5．1 Effect of Approach Span Condition on the Mid-Span Defiection
3．5．2 Effect of Approach Span Condition on the Dynamic Tire Force
3．5．3 IMs of Slab-on-Girder Bridges
3．5．4 Concluding Remarks
3．6 Local and Global Impact Factors of Bridges
3．6．1 Problem Statement
3．6．2 Dynamic Responses of Bridges
3．6．3 Effect of Bridge Span Length
3．6．4 Effect of Road Surface Condition
3．6．5 Effect of Vehicle Speed
3．6．6 Discussion on Code Provisions
3．7 Influence of Damaged Expansion Joint on Impact Factors
3．7．1 Effect of Bridge Span Length
3．7．2 Effect of Road Surface Condition
3．7．3 Effect of Vehicle Speed
3．7．4 Concluding Remarks
……
Chapter 4 Vibration-Based Damage Detection and Characterization of Bridges
Chapter 5 Assessment of Vehicle-Induced Fatigue of Bridges
Chapter 6 Vehicle-Induced Vibrations of High-Pier Bridges
Chapter 7 Vehicle Characterization Based on Vehicle-Bridge Interaction
Chapter 8 Energy Harvesting on Vehicle-Induced Vibrations of Bridges