《第十一届诉讼结构工程国际研讨会》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