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Structural Analysis of Regular Multi-Storey Buildings UPC 9780415595735

The Mixx 17
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Condition:
Very good
“Please Note: This pre-owned book is in very good condition with no writing, highlighting, or ”... Read moreabout condition
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Item specifics

Condition
Very good
A book that does not look new and has been read but is in excellent condition. No obvious damage to the cover, with the dust jacket (if applicable) included for hard covers. No missing or damaged pages, no creases or tears, and no underlining/highlighting of text or writing in the margins. May be very minimal identifying marks on the inside cover. Very minimal wear and tear. See the seller’s listing for full details and description of any imperfections. See all condition definitionsopens in a new window or tab
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“Please Note: This pre-owned book is in very good condition with no writing, highlighting, or ...
ISBN
9780415595735

About this product

Product Identifiers

Publisher
CRC Press LLC
ISBN-10
0415595738
ISBN-13
9780415595735
eBay Product ID (ePID)
109428175

Product Key Features

Number of Pages
284 Pages
Publication Name
Structural Analysis of Regular Multi-Storey Buildings
Language
English
Subject
Structural, Geometry / Algebraic, Civil / General
Publication Year
2012
Type
Textbook
Author
Karoly A. Zalka
Subject Area
Mathematics, Technology & Engineering
Format
Hardcover

Dimensions

Item Height
0.8 in
Item Weight
18.4 Oz
Item Length
9.3 in
Item Width
6.5 in

Additional Product Features

Intended Audience
College Audience
LCCN
2012-026686
Dewey Edition
23
Illustrated
Yes
Dewey Decimal
690.21
Table Of Content
Introduction Part I: Theory 2 Individual Bracing Units: Frames, (Coupled) Shear Walls and Cores 2.1 Deflection Analysis of Sway-Frames under Horizontal Load 2.2 Frequency Analysis of Rigid Sway-Frames 2.3 Stability Analysis of Rigid Sway-Frames 2.4 Other Types of Framework 2.5 Coupled Shear Walls 2.6 Shear Walls 2.7 Cores 3 Deflection and Rotation Analysis of Buildings under Horizontal Load 3.1 Lateral deflection analysis of buildings under horizontal load 3.2 Torsional Analysis of Buildings under Horizontal Load 3.3 Maximum deflection 3.4 Accuracy 4 Frequency Analysis of Buildings 4.1 Lateral Vibration of a System of Frameworks, (Coupled) Shear Walls and Cores 4.2 Pure Torsional Vibration 4.3 Coupled Lateral-Torsional Vibration 4.4 Accuracy 5 Stability Analysis of Buildings 5.1 Sway Buckling of a System of Frameworks, (Coupled) Shear Walls and Cores 5.2 Sway Buckling: Special Bracing Systems 5.3 Pure Torsional Buckling 5.4 Combined Sway-Torsional Buckling 5.5 Concentrated Top Load 5.6 Accuracy 6 The Global Critical Load Ratio Part II. Practical Application: Worked Examples 7 Individual Bracing Units 7.1 The Maximum Deflection of a Thirty-Four Storey Framework 7.2 The Fundamental Frequency of a Forty-Storey Framework 7.3 The Critical Load of a Seven-Bay, Twelve-Storey Framework 7.4 The Critical Load of an Eight-Storey Framework with Cross-Bracing 7.5 The Critical Load of Eighteen-Storey Coupled Shear Walls 8 The Maximum Rotation and Deflection of Buildings under Horizontal Load 8.1 The Maximum Deflection of a Sixteen-Storey Symmetric Cross-Wall System Building 8.2 The Maximum Deflection of a Twenty-Eight Storey Asymmetric Building Braced by Frameworks, Shear Walls and a Core 9 The Fundamental Frequency of Buildings 9.1 Thirty-Storey Doubly Symmetric Building Braced by Shear Walls and Frameworks 9.2 Six-Storey Asymmetric Building Braced by Shear Walls and Infilled Frameworks 10 The Global Critical Load of Buildings 10.1 Thirty-Storey Doubly Symmetric Building Braced by Shear Walls and Frameworks 10.2 Six-Storey Asymmetric Building Braced by a Core and an Infilled Framework 11 Global Structural Analysis of a Twenty-Two Storey Building 11.1 The Critical Load 11.2 The Fundamental Frequency 11.3 Maximum Deflection of the Building 12 The Global Critical Load Ratio: A Performance Indicator 12.1 Ten-Storey Building Braced by Two Reinforced Concrete Shear Walls and Two Steel Frameworks 12.2 Five-Storey Building Braced by a Single Core Appendix: List of Worksheets References Index
Synopsis
A sound and more modern Eurocode-based approach to design is the global approach, where the structures are considered as whole units, rather than to use traditional element-based design procedures. Although large frameworks and even whole buildings are now routinely analysed using computer packages, structural engineers do not always understand complex three-dimensional behaviour and thus manipulate the stiffness and the location of the bracing units to achieve an optimum structural arrangement. This guide deals with two categories of multi-storey structures. It can be used for the plane stress, stability and frequency analysis of individual bracing units such as frameworks, coupled shear walls and cores. In addition, and perhaps more importantly, it can be used for the three dimensional stress, stability and frequency analysis of whole buildings consisting of such bracing units. The closed-form solutions in the book may also prove to be useful at the preliminary design stage when quick checks are needed with different structural arrangements. Their usefulness cannot be overemphasized for checking the results of a finite element (computer-based) analysis when the input procedure involves tens of thousands of items of data and where mishandling one item of data may have catastrophic consequences. In addition to the critical load, the fundamental frequency, the maximum stresses and the top deflection of frameworks, coupled shear walls, cores and their spatial assemblies, a very important new piece of information is the "safety factor" of the structure (either a single unit or a whole building), which also acts as the performance indicator of the structure. MathCAD worksheets can be downloaded from the book's accompanying website.
LC Classification Number
TA646

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