The analysis of irregular shaped structures : diaphragms and shear walls / R. Terry Malone, Robert W. Rice.

By:

Malone, R. Terry [author]

Contributor(s):

Rice, Robert W [author]

Material type: Text

TextPublisher: New York : McGraw-Hill, [2012]Description: xxi, 547 pages : illustrations ; 25 cmContent type:

text

Media type:

unmediated

Carrier type:

volume

ISBN:

9780071763837
007176383X

Subject(s):

DDC classification:

624.17 23 M.R.A

LOC classification:

TA658.4 .M35 2012

Online resources:

Contents:

Machine generated contents note: 1. Code Sections and Analysis -- 1.1. Introduction -- 1.2. IBC 2009 Code Sections Referencing Wind and Seismic -- 1.3. ASCE 7-05 Sections Referencing Seismic -- 1.4. AF & PA-SDPWS 2008 Sections Referencing Wind and Seismic -- 1.5.Complete Load Paths -- 1.6. Methods of Analysis -- 1.7. References Containing Analysis Methods for Complex Diaphragms and Shear Walls -- 1.8. References -- 2. Diaphragm Basics -- 2.1. Introduction -- 2.2. The Basic Lateral-Force-Resisting System -- 2.3. Load Distribution into a Diaphragm -- 2.4. Diaphragm Boundary Elements -- 2.5. Drag Struts and Collectors -- 2.6. Chord and Strut Discontinuities -- 2.7. Subdiaphragms -- 2.8. Introduction to Transfer Diaphragms -- 2.9. References -- 3. Diaphragms With End Horizontal Offsets -- 3.1. Introduction -- 3.2. Method of Analysis -- 3.3. Diaphragm Deflection -- 3.4. Single Off set Diaphragms -- 3.5. Double Offset Diaphragms -- 3.6. References -- 4. Diaphragms With Intermediate Offsets -- 4.1. Introduction -- 4.2. Intermediate Offset, Transverse Loading -- 4.3. Optional Layouts -- 4.4. Diaphragm Deflections -- 4.5. Intermediate Offset, Longitudinal Loading -- 4.6. Diaphragms With Offsets at the End Wall -- 4.7. References -- 5. Diaphragms With Openings -- 5.1. Introduction -- 5.2. Method of Analysis -- 5.3. Single Opening in Diaphragm -- 5.4. Diaphragm Deflection -- 5.5. References -- 6. Open Front and Cantilever Diaphragms -- 6.1. Introduction -- 6.2. Open Front One Side -- 6.3. Diaphragm Deflection -- 6.4. Open Front Both Sides -- 6.5. Cantilever Diaphragm One Side -- 6.6. References -- 7. Diaphragms With Vertical Offsets -- 7.1. Introduction -- 7.2. Method of Analysis -- 7.3. Single Vertical Offset in Diaphragm -- 7.4. Multiple Vertical Offsets in Diaphragm -- 7.5. Alternate Configurations -- 7.6. References -- 8.Complex Diaphragms With Combined Openings and Offsets -- 8.1. Introduction -- 8.2. Loads and Load Paths -- 8.3. Analysis in the Transverse Direction -- 8.4. Analysis in the Longitudinal Direction -- 8.5. Alternate Layouts -- 9. Standard Shear Walls -- 9.1. Introduction -- 9.2. Shear Wall Basics-Standard and Sloped Walls -- 9.3. Hold-Down Anchors and Boundary Members -- 9.4. Shear Wall Sheathing Combinations -- 9.5. Shear Wall Aspect Ratios -- 9.6. Shear Wall Rigidity -- 9.7. Multistory Shear Wall Analysis -- 9.8. Interior Shear Walls -- 9.9. Shear Wall and Foundation Issues -- 9.10. References -- 10. Shear Walls With Openings -- 10.1. Introduction -- 10.2. Perforated Shear Walls -- 10.3. Shear Walls With Force Transfer Around an Opening -- 10.4. Shear Walls With Openings-The Cantilever Method -- 10.5. References -- 11. Discontinuous Shear Walls -- 11.1. Introduction -- 11.2. In-Plane Offset Shear Walls -- 11.3. Vertically Discontinuous Shear Walls -- 11.4. References -- 12. Horizontally Offset Shear Walls -- 12.1. Introduction -- 12.2. In-Line, Out-of-Line Shear Wall Layouts -- 12.3. Offset Walls in the Same Line of Resistance -- 12.4. Offset Walls Not in the Same Line of Resistance -- 13. The Portal Frame -- 13.1. Introduction -- 13.2. Testing and Research -- 13.3. Foundation Issues and Inflection Points -- 13.4. Force Transfer Around an Opening Method -- 13.5. Alternate Frame Systems -- 13.6. References -- 14. Rigid Moment-Resisting Frame Walls: The Frame Method of Analysis -- 14.1. Introduction -- 14.2. Method of Analysis -- 14.3.Composite Glued Sections -- 14.4. Design of Wall Members -- 14.5. Nailed-Only Partially Composite Sections -- 14.6. The Portal Frame Wall -- 14.7. Frames Utilizing Glu-lam Beam Members -- 14.8. Special Wall Configurations -- 14.9. References.

Summary: This comprehensive text examines structures representative of the current architectural demand while providing the tools necessary to solve various, difficult lateral load path problems.

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Holdings
Item type	Current library	Collection	Call number	Status	Date due	Barcode
Books	Main library B4	Faculty of Engineering & Technology (Structural)	624.17 M.R.A (Browse shelf(Opens below))	Available		00009670

Includes bibliographical references and index.

Machine generated contents note: 1. Code Sections and Analysis --
1.1. Introduction --
1.2. IBC 2009 Code Sections Referencing Wind and Seismic --
1.3. ASCE 7-05 Sections Referencing Seismic --
1.4. AF & PA-SDPWS 2008 Sections Referencing Wind and Seismic --
1.5.Complete Load Paths --
1.6. Methods of Analysis --
1.7. References Containing Analysis Methods for Complex Diaphragms and Shear Walls --
1.8. References --
2. Diaphragm Basics --
2.1. Introduction --
2.2. The Basic Lateral-Force-Resisting System --
2.3. Load Distribution into a Diaphragm --
2.4. Diaphragm Boundary Elements --
2.5. Drag Struts and Collectors --
2.6. Chord and Strut Discontinuities --
2.7. Subdiaphragms --
2.8. Introduction to Transfer Diaphragms --
2.9. References --
3. Diaphragms With End Horizontal Offsets --
3.1. Introduction --
3.2. Method of Analysis --
3.3. Diaphragm Deflection --
3.4. Single Off set Diaphragms --
3.5. Double Offset Diaphragms --
3.6. References --
4. Diaphragms With Intermediate Offsets --
4.1. Introduction --
4.2. Intermediate Offset, Transverse Loading --
4.3. Optional Layouts --
4.4. Diaphragm Deflections --
4.5. Intermediate Offset, Longitudinal Loading --
4.6. Diaphragms With Offsets at the End Wall --
4.7. References --
5. Diaphragms With Openings --
5.1. Introduction --
5.2. Method of Analysis --
5.3. Single Opening in Diaphragm --
5.4. Diaphragm Deflection --
5.5. References --
6. Open Front and Cantilever Diaphragms --
6.1. Introduction --
6.2. Open Front One Side --
6.3. Diaphragm Deflection --
6.4. Open Front Both Sides --
6.5. Cantilever Diaphragm One Side --
6.6. References --
7. Diaphragms With Vertical Offsets --
7.1. Introduction --
7.2. Method of Analysis --
7.3. Single Vertical Offset in Diaphragm --
7.4. Multiple Vertical Offsets in Diaphragm --
7.5. Alternate Configurations --
7.6. References --
8.Complex Diaphragms With Combined Openings and Offsets --
8.1. Introduction --
8.2. Loads and Load Paths --
8.3. Analysis in the Transverse Direction --
8.4. Analysis in the Longitudinal Direction --
8.5. Alternate Layouts --
9. Standard Shear Walls --
9.1. Introduction --
9.2. Shear Wall Basics-Standard and Sloped Walls --
9.3. Hold-Down Anchors and Boundary Members --
9.4. Shear Wall Sheathing Combinations --
9.5. Shear Wall Aspect Ratios --
9.6. Shear Wall Rigidity --
9.7. Multistory Shear Wall Analysis --
9.8. Interior Shear Walls --
9.9. Shear Wall and Foundation Issues --
9.10. References --
10. Shear Walls With Openings --
10.1. Introduction --
10.2. Perforated Shear Walls --
10.3. Shear Walls With Force Transfer Around an Opening --
10.4. Shear Walls With Openings-The Cantilever Method --
10.5. References --
11. Discontinuous Shear Walls --
11.1. Introduction --
11.2. In-Plane Offset Shear Walls --
11.3. Vertically Discontinuous Shear Walls --
11.4. References --
12. Horizontally Offset Shear Walls --
12.1. Introduction --
12.2. In-Line, Out-of-Line Shear Wall Layouts --
12.3. Offset Walls in the Same Line of Resistance --
12.4. Offset Walls Not in the Same Line of Resistance --
13. The Portal Frame --
13.1. Introduction --
13.2. Testing and Research --
13.3. Foundation Issues and Inflection Points --
13.4. Force Transfer Around an Opening Method --
13.5. Alternate Frame Systems --
13.6. References --
14. Rigid Moment-Resisting Frame Walls: The Frame Method of Analysis --
14.1. Introduction --
14.2. Method of Analysis --
14.3.Composite Glued Sections --
14.4. Design of Wall Members --
14.5. Nailed-Only Partially Composite Sections --
14.6. The Portal Frame Wall --
14.7. Frames Utilizing Glu-lam Beam Members --
14.8. Special Wall Configurations --
14.9. References.

This comprehensive text examines structures representative of the current architectural demand while providing the tools necessary to solve various, difficult lateral load path problems.

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