EARTHQUAKE RESISTANT DESIGN CODES IN JAPAN January, 2000 TABLE OF 1.
Key Concepts for Earthquake Resistant Design of Civil Engineering
Structu res after The 1995 Hyogoken-Nanbu Earthquake 1.1 Lessons from
The 1995 Hyogoken-nanbu (Kobe) Earthquake 1.2 Earthquake Resistant
Design 1.3 Technical Subjects for Revision of Earthquake Design Code 1.4
Diagnosis and Reinforcement of Existing Structures 1.5 Future
Innovations of Design Codes and Research Subjects 2. 1996 Seismic
Design Specifications of Highway Bridges 2.1 Introduction 2.2 Damage
Features of Bridges in The Hyogo-ken Nanbu Earthquake 2.3 Basic
Principle of Seismic Design 2.4 Design Methods 2.5 Design Seismic Force
۲٫۶ Evaluation of Displacement Ductility Factor of A Reinforced Concrete
Pier 2.7 Evaluation of Displacement Ductility of A Steel Pier 2.8
Dynamic Response Analysis 2.9 Menshin Design 2.10 Design of Foundation
۲٫۱۱ Design against Soil Liquefaction and Liquefaction-induced Ground
Flow 2.12 Bearing Supports 2.13 Unseating Prevention Systems 2.14
Concluding Remarks 3. Seismic Design for Railway Structures 3.1 Basic
Principles of Seismic Design for Railway Structures 3.2 Setting of
Design Earthquake Motions 3.3 Seismic Performance of Structures 3.4
Concept of Importance Degree of Structure 3.5 Evaluation of Surface
Ground and Calculation of Displacement and Stress of Structure 3.6
Safety (Seismic Performance) Checking of Structures 3.7 Conclusions 4.
Earthquake Resistant Design of Port Facilities 4.1 History of Revision
of Design Codes 4.2 Damage to Port Facilities by Past Earthquakes 4.3
Evaluation of Seismic Performance 4.4 Earthquake Load 4.5 Lateral
Earthpressure and Water Pressure during Earthquake 4.6 Liquefaction
Prediction/Determination Method 4.7 Seismic Design of high Seismic
Resistant Quaywalls 4.8 New Seismic Design of Open Piled Piers 5. Basic
Principles of Seismic Design and Construction for Water Supply Faci
lities 5.1 Basic Concepts of Anti-Seismic Measures for Water Supply
Facilities 5.2 Basic Principles for Anti-Seismic Design 5.3 Seismic
Motion Input for Anti-Seismic Design 5.4 Geotechnical Surveys,
Ground Displacement, and Ground Distortion 5.5 Soil Pressure during an
Earthquake 5.6 Hydrodynamic Pressure during an Earthquake and the Water
Sloshing 5.7 Safety Check 6. Recommended Practices for Earthquake
Resistant Design of Gas Pipelines 6.1 Introduction 6.2 High-Pressure
Gas Pipelines 6.3 Medium- and Low-Pressure Gas Pipelines 6.4 Appendix

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