《第十一屆結構工程國際研討會論文集》是2011年科學出版社出版的圖書，作者是Jie Cui 。本書可供各大專院校作為教材使用，也可供從事相關工作的人員作為參考用書使用。
基本介紹
- 書名：第十一屆結構工程國際研討會論文集
- 作者：Jie Cui、Feng Xing、-Ping Ru
- 原版名稱：Proceedings of the Eleventh International Symposium on Structural Engineering
- ISBN：9787030295309
- 頁數： 2289頁
- 出版社：科學出版社
- 出版時間：2011年1月1日
- 裝幀：精裝
- 開本：16開
內容簡介,目錄,
內容簡介
《第阿戲刪棄十一屆結構工程國際研討會論文集(英漏雅達文版)(套裝上下冊)》是由崔傑、馮新殃奔、季盼慨甩平茹、金朽台欠廣騰編寫，全書共分上下兩冊，主要收錄了“第十一屆訴訟結構項微市禁工程國際研討會”上的論文百餘篇，具體內容包括《Structural Analysis》《愚戰和FEM Analysis for Stiffness of Hollow Spherical Joints with Rib Stiffeners》《Seismic response Analysis for UHVDC Air Type Smoothing Reactors》《Energy Dissipation at Extemal Diaphragm Connection of 3D Steel Frames Used CHS Column and H-Shaped Beam under Cyclic Loading》等。
目錄
Preface
Volume Ⅰ
Structural Analysis
Punching Shear Resistance of Shearhead Connection between Flat Slab and Tubular Column
FEM Analysis for Stiffness of Hollow Spherical Joints with Rib Stiffeners
The Influence of Joint's Stiffness on Stability of Reticulated Shell
The Influence of Damping Ratio on Response Modification Factor and Displacement Amplification Factor
Experimental Study on Direct Performance-based Behaviour of High-Performance Concrete Shear Walls
Mechanical Property Discussing of Double-cellReinforced Concrete Rectangular Liquid-storage Structure under Temperature Effects
Parameter Determination About Loess Tunnel Analysis Model under Earthquake Action
Fragility Analysis Method for Irregular Plan Reinforced Concrete Frame Structures
Study on Relationship between Chloride Diffusion in Concrete and Time
Failure Risk Analysis for Levee Slope in Consideration of Influence of Immersional Wetting
Modified Solution Strategy of Framed Structures for Geometrically Nonlinear Analysis
Nonlinear Finite Element Anaylsis of Beam String Structure
Seismic response Analysis for UHVDC Air Type Smoothing Reactors
Experimental Study on Complete Stress-strain Curve of Expanded Polystyrene Lightweight Concrete under Uniaxial Loading
The Reliability of Workshops by Fuzzy Comprehensive Evaluation
Research on Shear Performance of Stiffened Steel Shear Wall with Slits
The Performance Index Limits for Ductile RC Shear Wall Components Based on Chinese Codes
Energy Dissipation at Extemal Diaphragm Connection of 3D Steel Frames Used CHS Column and H-Shaped Beam under Cyclic Loading
Response of Multiple-degree-of-freedom Flexible Structures to Random Excitation
Assessment of Probability of Collapse for an MRF Subjected to Near-Fault Ground Motions
Study on Influence of Stress Wave Effect for Impact Bifurcation Buckling of Axial Compression Bars with Different Boundary Conditions
Damage Mechanism of Reinforced Concrete Slab under Intemal Blast Loading
Research on Relations between Behaviour and Construction Parameters of Semi-rigid Connections
Analysis of Dynamic Characters of Xiaoyan Tower Based on Interaction of Soil and Structrue
Study on Frame Structure Vibration Control Mechanism oflnfill Walls as TMD
Yield Line Model for Predicting the Static Strength of Tubular T-Joints with Collar Plate Reinforcement
New Variable Structure Control with Compensator for Building Structure
The Effects of Time-dependent Behavior on Cable State of Existing Cable-stayed Bridge
The Finite Element Analysis of Double-tube Buckling Restrained Braces
Model Updating Using Substructural Modal Data
Spatial Integral Analysis of 330kV Substation Framework
Finite Element Analysis of Steel Reinforced Lightweight Concrete Beams Based on Bond-slip Relationship
Study on the Anchorage Length of the Steel Reinforced Lightweight Aggregate Concrete
Limit Analysis of Structures Containing Flaws Based on the Elastic Modulus Reduction Method
Shaking Table Tests and Numerical Analysis of Structural Model of China Pavilion for Expo 20 I0 Shanghai
Comparative Shaking Table Model Tests on the Soil-pile-structure Interaction System in Various Liquefiable Soils
Analysis of Moment Rotation Relationships of Ultra-high Performance Concrete Slabs
……
Failure Risk Analysis for Levee Slope in Consideration of Influence of Immersional Wetting
Modified Solution Strategy of Framed Structures for Geometrically Nonlinear Analysis
Nonlinear Finite Element Anaylsis of Beam String Structure
Seismic response Analysis for UHVDC Air Type Smoothing Reactors
Experimental Study on Complete Stress-strain Curve of Expanded Polystyrene Lightweight Concrete under Uniaxial Loading
The Reliability of Workshops by Fuzzy Comprehensive Evaluation
Research on Shear Performance of Stiffened Steel Shear Wall with Slits
The Performance Index Limits for Ductile RC Shear Wall Components Based on Chinese Codes
Energy Dissipation at Extemal Diaphragm Connection of 3D Steel Frames Used CHS Column and H-Shaped Beam under Cyclic Loading
Response of Multiple-degree-of-freedom Flexible Structures to Random Excitation
Assessment of Probability of Collapse for an MRF Subjected to Near-Fault Ground Motions
Study on Influence of Stress Wave Effect for Impact Bifurcation Buckling of Axial Compression Bars with Different Boundary Conditions
Damage Mechanism of Reinforced Concrete Slab under Intemal Blast Loading
Research on Relations between Behaviour and Construction Parameters of Semi-rigid Connections
Analysis of Dynamic Characters of Xiaoyan Tower Based on Interaction of Soil and Structrue
Study on Frame Structure Vibration Control Mechanism oflnfill Walls as TMD
Yield Line Model for Predicting the Static Strength of Tubular T-Joints with Collar Plate Reinforcement
New Variable Structure Control with Compensator for Building Structure
The Effects of Time-dependent Behavior on Cable State of Existing Cable-stayed Bridge
The Finite Element Analysis of Double-tube Buckling Restrained Braces
Model Updating Using Substructural Modal Data
Spatial Integral Analysis of 330kV Substation Framework
Finite Element Analysis of Steel Reinforced Lightweight Concrete Beams Based on Bond-slip Relationship
Study on the Anchorage Length of the Steel Reinforced Lightweight Aggregate Concrete
Limit Analysis of Structures Containing Flaws Based on the Elastic Modulus Reduction Method
Shaking Table Tests and Numerical Analysis of Structural Model of China Pavilion for Expo 20 I0 Shanghai
Comparative Shaking Table Model Tests on the Soil-pile-structure Interaction System in Various Liquefiable Soils
Analysis of Moment Rotation Relationships of Ultra-high Performance Concrete Slabs
……
