Design of modern highrise reinforced concrete structures / editor, Hiroyuki Aoyama.

Format:

Book

Contributor:

Aoyama, Hiroyuki, 1932-

Series:

Series on innovation in structures and construction ; v. 3.

Series on innovation in structures and construction ; v. 3

Language:

English

Subjects (All):

Reinforced concrete construction--Japan.

Reinforced concrete construction.

Tall buildings--Japan.

Tall buildings.

Earthquake resistant design--Japan.

Earthquake resistant design.

New RC Project.

Physical Description:

1 online resource (462 p.)

Edition:

1st ed.

Place of Publication:

London : Imperial College Press ; Singapore ; River Edge, NJ : Distributed by World Scientific, c2001.

Language Note:

English

Summary:

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 construction of highrise reinforced concrete buildings in highly seismic areas such as Japan. The project covered all the aspects of reinforced concrete structures, namely materials, structural elements, structural design, construction, and feasibility studies. In addition to presenting these results,

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

4.3.3. Shear Strength of Slender Walls

Notes:

Description based upon print version of record.

Includes bibliographical references and index.

ISBN:

9786611866136

9781628700961

1628700963

9781628703306

162870330X

9781281866134

128186613X

9781848161672

1848161670

OCLC:

879074196