公路车辆 桥梁耦合振动的数值模拟与应用（英文版）

　　《公路车辆 桥梁耦合振动的数值模拟与应用（英文版）》涵盖了车桥耦合作用相关的理论基础知识和工程应用。车辆行驶通过公路桥梁时会引发桥梁振动，桥梁也会反过来影响车辆的振动，这种车桥耦合作用带来了许多有用的信息。一方面，虽然传统上通常将车辆视为桥梁的载荷，但它们也可以被视为桥梁结构响应的传感器和接收器。另一方面，虽然传统上桥梁通常被视为车辆重量的承载结构，但它们也可以被视为可以衡量车辆载荷的秤。基于这些观察和发现，作者的研究小组开展了在车桥耦合振动领域的广泛研究。该书将记录新的理论发展和应用，为相关研究人员和研究生们提供参考信息。《公路车辆 桥梁耦合振动的数值模拟与应用（英文版）》适合桥梁工程领域的研究生、专业人士和研究人员阅读。读者应在已经完成了结构动力学、桥梁工程等相关课程的基础上阅读该书。

暂缺《公路车辆 桥梁耦合振动的数值模拟与应用（英文版）》作者简介

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