This book is written by
subject experts based on
the recent research results
in steel plate shear walls
considering the gravity
load effect. It establishes a
vertical stress distribution
of the walls under
compression and in-plane
bending load and an
inclination angle of the
tensile field strip. The
stress throughout the
inclined tensile strip, as we
consider the effect of the
vertical stress distribution,
is determined using the
von Mises yield criterion.
The shear strength is
calculated by integrating
the shear stress along the
width. The proposed
theoretical model is verified
by tests and numerical
simulations. Researchers,
scientists and engineers in
the field of structural
engineering can benefit
from the book. As such,
this book provides valuable
knowledge, useful
methods, andpractical
algorithms that can be
considered in practical
design of building
structures adopting a steel
shear wall system.
目录
1 Introduction
1.1 Background and Motivation
1.2 Recent Research
1.2.1 Analytical Studies
1.2.2 Experimental Studies
1.2.3 Standards and Codes
1.3 Objectives and Organization of This Book
References
2 Steel Plate Shear Walls with Considering the Gravity Load by the Effective-Width Model
2.1 Introduction
2.2 The Gravity Load Effect on the Shear Strength of the Steel Plate Shear Walls
2.2.1 Numerical Model
2.2.2 Verifications Under Monotonic Tests
2.2.3 Verifications Under Cyclic Tests
2.2.4 Pushover Analysis Results
2.2.5 Cyclic Results
2.2.6 Shear Strength Obtained from Existing Model
2.3 Vertical Stress Distribution Under Compression
2.3.1 The Effective-Width Model
2.3.2 Evaluation of the Effective-Width Model
2.3.3 Discusses on the Effective-Width Model
2.4 Stresses Under Compression and Shear
2.4.1 Stresses Analysis
2.4.2 Discusses on Stresses
2.4.3 Shear Capacity of the Infill Steel Plate
2.4.4 Load-Carrying Capacity of the Steel Plate Shear Wall
2.5 Inclination Angle of the Steel Wall with Considering the Gravity Load
2.5.1 Assumption
2.5.2 Inclination Angles of the Infill Steel Plate
2.5.3 Discuss of the Inclination Angle
2.5.4 Load-Carrying Capacity Considering the Inclination Angle
2.6 Shear-Displacement Relationship
2.6.1 Shear-Displacement Relationship Under Compression and Shear
2.6.2 Shear-Displacement Relationship Under Compression, Shear and Bending
2.6.3 Experimental Verification
2.7 Summary
References
3 Steel Plate Shear Walls with Considering the Gravity Load by a Three-Segment Distribution
3.1 Introduction
3.2 The Three-Segment Distribution Under Uniform Compression
3.2.1 The Cosine Distribution Under Uniform Compression
3.2.2 The Proposed Stress Distribution Under Uniform Compression
3.2.3 Numerical Analysis
3.3 The Three-Segment Distribution Under Compression and In-plane Bending
3.3.1 The Cosine Stress Distribution
3.3.2 The Proposed Three Segment Stress Distribution
3.3.3 Finite Element (FE) Analysis
3.4 Shear Strength Considering the Gravity Load
3.4.1 Stresses Under Compression and Shear
3.4.2 Shear Strength
