| Preface |
| Acknowledgments |
| Notation |
| Overview / 1： |
| Introduction / 1.1： |
| Concepts, Terminology, and Source of Earthquakes / 1.2： |
| Wave Propagation and Velocities / 1.3： |
| Magnitude of Earthquakes / 1.4： |
| Building Damage / 1.5： |
| Structural Failures / 1.6： |
| Overall Failure |
| Component or Joint Failure / 1.7： |
| Code Design Forces / 1.8： |
| Reserve Strength to Counter Extreme Forces |
| Seismic Design Regulations / 2： |
| Building Codes / 2.1： |
| The 1997 UBC, A Model Code / 2.2： |
| Building Codes and Other Standards Interaction / 2.3： |
| IBC 2006 / 2.4： |
| Reinforced-Concrete Structures / 3： |
| Shearing Resistance of RC Beams / 3.1： |
| Development Length / 3.3： |
| The Northridge Experience / 3.4： |
| Case / 3.5： |
| Reinforced Concrete Parking Garage |
| Reinforced Concrete Retaining Wall System / 3.6： |
| Seismic Steel Design: SMRF / 4： |
| Design of a SMRF Structure, LRFD Method / 4.1： |
| Design Steps / 4.2： |
| Project Description / 4.3： |
| Four-Stor? |
| Office |
| Building |
| Project Layout and Typical SMRF Per UBC94 / 4.4： |
| The 1994 Design / 4.5： |
| Wind Analysis. 97 UBC Chapter 16, Div III / 4.6： |
| Wind Analysis of Th? / 4.7： |
| Seismic Zones 3 and / 4.8： |
| Earthquake Analysis of the 4-Story Office Building / 4.4.9： |
| Significant Changes in The 1997 Design / 4.11： |
| 1997 Vs 1994 Design / 4.12： |
| Summary of the Procedure / 4.13： |
| Design Strategies / 4.14： |
| Design of Beams. Code Requirements / 4.15： |
| Second-Floor Beam / 4.16： |
| Beam-To-Column Joint / 4.17： |
| Flexural Resistance of Beam-To-Column Joint / 4.18： |
| Shear Tab Design / 4.19： |
| Shear Tab-To-Beam Welded Connection / 4.20： |
| Second-Floor Panel Zone / 4.21： |
| Third-Floor Beam / 4.22： |
| Third-Floor Shear Tab Connection / 4.23： |
| Third-Floor Beam-To-Column Moment Connection / 4.24： |
| Third-Floor Panel Zone / 4.25： |
| Design of Columns / 4.26： |
| Column Final Design Data / 4.27： |
| First-Story Column Design for Compression / 4.28： |
| Column Design Flowchart / 4.29： |
| Design of Third-Story Column for Compression / 4.30： |
| Design of Third-Story Column Splice / 4.31： |
| Seismic Steel Design: Braced Frames / 5： |
| Project Description: Four-Story Library Annex / 5.1： |
| Wind Analysis / 5.3： |
| Earthquake Analysis / 5.4： |
| Wind and Earthquake Loads / 5.5： |
| Response of Braced Frames to Cyclic Lateral Loads / 5.6： |
| Code Provisions / 5.7： |
| Rules Applicable to Bracing Members / 5.8： |
| Column Strength Requirements / 5.9： |
| Design for Earthquake / 5.10： |
| Strategies for Brace Member Design / 5.11： |
| Brace Members 2 & / 5.12： |
| Brace Member 3, First Story / 3.5.13： |
| Design of Fillet Weld Connection / 5.14： |
| Design Of Gusset Plate, First & Second Story / 5.15： |
| Brace Member 13, Third Story / 5.16： |
| Fillet Weld Design. Third & Fourth Story Gusset Plates / 5.17： |
| Gusset Plate Design, Third & Fourth Story / 5.18： |
| The Vertical Component / 5.19： |
| Column Design / 5.20： |
| Column Splice Design, Third Floor / 5.21： |
| Design of Beams / 5.22： |
| Column Base Plate Design / 5.23： |
| Summary of The Design Procedures / 5.24： |
| The SEAOC Blue Book and the Code / 5.25： |
| IBC Seismic Design Of SMRF Structures / 6： |
| IBC Setup of Seismic Design Forces / 6.1： |
| Design Example.6 / 6.2： |
| IBC |
| Buildin? |
| Categories |
| Masonry Structures / 7： |
| Retaining Wall System / 7.1： |
| Seismic Vs Wi / 7.3： |
ＥＢ
