A Partial View of Japanese Post-Kobe Seismic Design and Construction Practices

Lessons learned from the 1995 Kobe earthquake have considerably accelerated Japanese research and motivated substantial advances in Japanese seismic design and construction practices. The severity of seismic hazards has been realized, leading to a significant increase in the applications of new technologies to full-scale structures. This paper presents a partial view of post-Kobe design and construction practices adopted in Japan. Described issues include the revision of the Japanese seismic design code, reinforced concrete structures, steel structures, steel-encased reinforced concrete structures, wood structures, and innovative applications of seismic isolation and passive control systems. Recent progress in the diagnosis of seismic resistance and retrofitting of existing buildings is also reported.

[1]  A. Pitarka,et al.  LESSON FROM THE 1995 HYOGO-KEN NANBU EARTHQUAKE : WHY WERE SUCH DESTRUCTIVE MOTIONS GENERATED TO BUILDINGS? , 1996 .

[2]  W. J. Hall,et al.  Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings , 2001 .

[3]  Satoru Aizawa,et al.  Basic Characteristics and Durability of Low-Friction Sliding Bearings for Base Isolation , 2003 .

[4]  Masaomi Teshigawara,et al.  Performance-Based Seismic Design Code for Buildings in Japan , 2003 .

[5]  Hiroshi Kawase,et al.  The Cause of the Damage Belt in Kobe: “The Basin-Edge Effect,” Constructive Interference of the Direct S-Wave with the Basin-Induced Diffracted/Rayleigh Waves , 1996 .

[6]  Manabu Yoshimura Control of Seismic Drift Demand for Reinforced Concrete Buildings with Weak First Stories , 2003 .

[7]  日本建築学会 Preliminary reconnaissance report of the 1995 Hyogoken-Nanbu Earthquake , 1995 .

[8]  Masayoshi Nakashima,et al.  Steel moment frames for earthquakes in United States and Japan , 2000 .

[9]  Masayoshi Nakashima,et al.  Comparison of Strength Capacity for Steel Building Structures in the United States and Japan , 2003 .

[10]  M. Bruneau,et al.  Overview of Building Damages in 921 Chi-Chi Earthquake , 2000 .

[11]  Kazuo Inoue,et al.  Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake , 1998 .

[12]  Kojiro Irikura,et al.  Three-dimensional simulation of the near-fault ground motion for the 1995 Hyogo-Ken Nanbu (Kobe), Japan, earthquake , 1998, Bulletin of the Seismological Society of America.

[13]  Masashi Yamamoto,et al.  Recent Applications of Structural Control Systems to High-Rise Buildings , 2003 .

[14]  Keigo Tsuda,et al.  Design and Construction of Concrete-Filled Steel Tube Column System in Japan , 2003 .

[15]  Farzad Naeim,et al.  Design of seismic isolated structures : from theory to practice , 1999 .