Design of modern highrise reinforced concrete structures /
This book presents the results of a Japanese national research project carried out in 1988-1993, usually referred to as the New RC Project. Developing advanced reinforced concrete building structures with high strength and high quality materials under its auspices, the project aimed at promoting con...
| Corporate Author: | |
|---|---|
| Other Authors: | |
| Format: | eBook |
| Language: | English |
| Published: |
London : Singapore,
Imperial College Press ;
[2001]
|
| Series: | Series on innovation in structures and construction ;
v. 3. |
| Subjects: | |
| Online Access: | Connect to the full text of this electronic book |
Table of Contents:
- Preface; Contents; Chapter 1 RC Highrise Buildings in Seismic Areas; 1.1. Evolution of RC Highrise Buildings; 1.1.1. Historic Background; 1.1.2. Technology Examination at the Building Center of Japan; 1.1.3. Increase of Highrise RC and the New RC Project; 1.2. Structural Planning; 1.2.1. Plan of Buildings; 1.2.2. Structural Systems; 1.2.3. Elevation of Buildings; 1.2.4. Typical Structural Members; 1.3. Material and Construction; 1.3.1. Concrete; 1.3.2. Reinforcement; 1.3.3. Use of Precast Elements; 1.3.4. Preassemblage of Reinforcement Cage; 1.3.5. Re-Bar Splices and Anchorage.
- 1.3.6. Concrete Placement1.3.7. Construction Management; 1.4. Seismic Design; 1.4.1. Basic Principles; 1.4.2. Design Criteria and Procedure; 1.4.3. Design Seismic Loads; 1.4.4. Required Ultimate Load Carrying Capacity; 1.4.5. First Phase Design; 1.4.6. Second Phase Design; 1.4.7. Experimental Verification; 1.5. Earthquake Response Analysis; 1.5.1. Linear Analysis; 1.5.2. Nonlinear Lumped Mass Analysis; 1.5.3. Nonlinear Frame Analysis; 1.5.4. Input Earthquake Motions; 1.5.5. Damping; 1.5.6. Results of Response Analysis; 1.6. For Future Development.
- 1.6.1. Factors Contributed to Highrise RC Development1.6.2. Need for Higher Strength Materials; Chapter 2 The New RC Project; 2.1. Background of the Project; 2.2. Target of the Project; 2.3. Organization for the Project; 2.4. Outline of Results; 2.4.1. Development of Materials for High Strength RC; 2.4.2. Development of Construction Standard; 2.4.3. Development of Structural Performance Evaluation; 2.4.4. Development of Structural Design; 2.4.5. Feasibility Studies for New RC Buildings; 2.5. Dissemination of Results; Chapter 3 New RC Materials; 3.1. High Strength Concrete.
- 3.1.1. Material and Mix of High Strength Concrete3.1.2. Properties of High Strength Concrete; 3.2. High Strength Reinforcing Bars; 3.2.1. Reinforcement Committee; 3.2.2. Advantages and Problems of High Strength Re-bars; 3.2.3. Relationship of New Re-bars to Current JIS; 3.2.4. Proposed Standards for High Strength Re-bars; 3.2.5. Method of Manufacture and Chemical Component; 3.2.6. Fire Resistance and Durability; 3.2.7. Splice; 3.3. Mechanical Properties of Reinforced Concrete; 3.3.1. Bond and Anchorage; 3.3.2. Lateral Confinement; 3.3.3. Concrete under Plane Stress Condition.
- Chapter 4 New RC Structural Elements4.1. Introduction; 4.2. Beams and Columns; 4.2.1. Bond-Splitting Failure of Beams after Yielding; 4.2.2. Slab Effect on Flexural Behavior of Beams; 4.2.3. Deformation Capacity of Columns after Yielding; 4.2.4. Columns Subjected to Bidirectional Flexure; 4.2.5. Vertical Splitting of Columns under High Axial Compression; 4.2.6. Shear Strength of Columns; 4.2.7. Shear Strength of Beams; 4.3. Walls; 4.3.1. Flexural Capacity of Shear-Compression Failure Type Walls; 4.3.2. Deformation Capacity of Walls under Bidirectional Loading.