Comprehend the basic considerations involved in earthquake-resistant design. Included are the seismic design provisions and detailing requirements for structures located in regions of low, moderate, and high seismic activity. This publication outlines the basic considerations involved in earthquake-resistant design according to the provisions of the 1997 Uniform Building Code (UBC). Included is a comprehensive description of the seismic design provisions contained in the 1997 UBC, as well as a chapter devoted to seismic detailing requirements for structures located in regions of low, moderate, and high seismic activity. Comparisons between the requirements of the 1997 UBC and the 1994 UBC are also given. Presented are the designs of a special moment-resisting frame system, a building frame system, and a dual system for combined gravity, earthquake, and wind forces.
Table of Contents
1. Introduction
1.1 Scope
1.2 Major Changes in Earthquake Design Requirements
1.3 Major Changes in Concrete Related Provisions
1.4 References
2. Seismic Design Loads
2.1 Introduction
2.2 Load Combinations
2.3 Criteria Selection
2.4 Minimum Design Lateral Forces and Related Effects
2.5 Detailed System Design Requirements
2.6 References
3. Detailing Requirements
3.1 Introduction
3.2 General Requirements
3.3 Members Subjected to Bending
3.4 Members Subjected to Bending and Axial Load
3.5 Shearwalls
3.6 Diaphragms
3.7 Joints of Frames
3.8 Development Lengths
3.9 Shear Strength Requirements
3.10 Two-Way Slab Without Beams
3.11 Frame Members Not Proportioned to Resist Forces Induced by Earthquake Motions
3.12 References
4. Beam-Column Frame
4.1 Introduction
4.2 Design Data
4.3 Seismic Load Analysis
4.4 Wind Load Analysis
4.5 Gravity Load Analysis
4.6 Design for Combined Load Effects
4.7 References
5. Building Frame System
5.1 Introduction
5.2 Design Data
5.3 Seismic Load Analysis
5.4 Wind Load Analysis
5.5 Gravity Load Analysis
5.6 Design for Combined Load Effects
5.7 Reference
6. Dual System
6.1 Introduction
6.2 Design Data
6.3 Seismic Load Analysis
6.4 Wind Load Analysis
6.5 Gravity Load Analysis
6.6 Design for Combined Load Effects
6.7 References
1. Introduction
1.1 Scope
1.2 Major Changes in Earthquake Design Requirements
1.3 Major Changes in Concrete Related Provisions
1.4 References
2. Seismic Design Loads
2.1 Introduction
2.2 Load Combinations
2.3 Criteria Selection
2.4 Minimum Design Lateral Forces and Related Effects
2.5 Detailed System Design Requirements
2.6 References
3. Detailing Requirements
3.1 Introduction
3.2 General Requirements
3.3 Members Subjected to Bending
3.4 Members Subjected to Bending and Axial Load
3.5 Shearwalls
3.6 Diaphragms
3.7 Joints of Frames
3.8 Development Lengths
3.9 Shear Strength Requirements
3.10 Two-Way Slab Without Beams
3.11 Frame Members Not Proportioned to Resist Forces Induced by Earthquake Motions
3.12 References
4. Beam-Column Frame
4.1 Introduction
4.2 Design Data
4.3 Seismic Load Analysis
4.4 Wind Load Analysis
4.5 Gravity Load Analysis
4.6 Design for Combined Load Effects
4.7 References
5. Building Frame System
5.1 Introduction
5.2 Design Data
5.3 Seismic Load Analysis
5.4 Wind Load Analysis
5.5 Gravity Load Analysis
5.6 Design for Combined Load Effects
5.7 Reference
6. Dual System
6.1 Introduction
6.2 Design Data
6.3 Seismic Load Analysis
6.4 Wind Load Analysis
6.5 Gravity Load Analysis
6.6 Design for Combined Load Effects
6.7 References
Download: http://www.mediafire.com/?eveehe3r31btm
Mediafire unlock password: nhawe
Đăng nhận xét