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: |
Preface |
Acknowledgments |
Notation |
Overview / 1: |
Introduction / 1.1: |
Concepts, Terminology, and Source of Earthquakes / 1.2: |