Design and Construction of the Highest RC Building in Japan

High Performance Bridges

Research Activities on High Strength Concrete and Its Application in Japan

Cost-Effectiveness Optimization for Aseismic Design Criteria of RC Buildings

Optimal Design of Transmission Line Structures for Earthquake Loads

Case Study of the Optimal Design of a Structural Steel Framework

Cap of Concrete
The roof of a new $84 million arena in New Orleans was built using techniques usually seen in tied-arch concrete bridges. The concrete components of the roof carry the large compression...

Some Aspects of the Design of Piled Raft Foundations

Lateral Resistance of Piles in Liquefying Sand

Innovative Seismic Strengthening: Meeting the Client's Needs

National Civil Rights Museum: Exhibit Space Expansion Seismic Retrofit

Seismic Retrofit of Elevated Roadways, Part 1

Seismic Retrofit of the Poplar Street Bridge

The I-40 Mississippi River Bridge Seismic Retrofit

Japan–U.S.–China International Joint Study on the Mitigation of Earthquake Hazards, Part 2: Current Approaches in Seismic Measures for Building Structures (US-Side Features)

Japan–U.S.–China International Joint Study on the Mitigation of Earthquake Hazards, Part 3: Current Approaches in Seismic Measures for Building Structures (China-Side Features)

Japan–U.S.–China International Joint Study on the Mitigation of Earthquake Hazards, Part 4: Current Approaches in Seismic Measures for Building Structures (Japan-Side Features)

State-of-the-Art of Control Systems and Soil-Structure Interaction (SSI) Effect on Active Control Structures with Embedded Foundation

Effects of Vertical Content of Ground Shaking on 2-D and 3-D Inelastically Responding Steel Frames

Near-Source Effects and the Isolation Provisions of the 1997 United Building Code

 

 

 

 

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