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《第十一届结构工程国际研讨会论文集(英文版)(套装上下册)》是由崔杰、冯新、季平茹、金广腾编写，全书共分上下两册，主要收录了“第十一届诉讼结构工程国际研讨会”上的论文百余篇，具体内容包括《Structural Analysis》《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。该书可供各大专院校作为教材使用，也可供从事相关工作的人员作为参考用书使用。

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
　……
Volume Ⅱ

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