عنوان

Analysis procedure for earthquake resistant structures /

(Number (ISBN

9789811088391

(Number (ISBN

981108839X

Erroneous ISBN

9789811088384

Erroneous ISBN

9811088381

Title Proper

Analysis procedure for earthquake resistant structures /

General Material Designation

[Book]

First Statement of Responsibility

Farzad Hejazi, Keyhan Karimzadeh.

Place of Publication, Distribution, etc.

Singapore :

Name of Publisher, Distributor, etc.

Springer,

Date of Publication, Distribution, etc.

[2018]

Specific Material Designation and Extent of Item

1 online resource (xxix, 535 pages)

Text of Note

2.3.3.1 The Calculation of Equivalent Lateral Force of Project by EURO CODE8.

Text of Note

Includes bibliographical references.

Text of Note

Intro; Preface; Contents; List of Figures; List of Tables; List of Charts; 1 Moment Resistance System; 1.1 Moment Resistance System; 1.1.1 Resistance System in Structure; 1.1.2 Moment Resistance Frame; 1.1.3 The Behavior of Moment Resistance Frame; 1.1.3.1 Gravity Load; Analysis of the Moment Resistance Frame Under Gravity Load; 1.1.3.2 Lateral Load; 1.1.4 Stiffness Concept; 1.1.4.1 The Stiffness of Moment Resistance Frame; 1.1.4.2 The Calculation Stiffness of Moment Resistance Frame; 1.1.5 Shear Rigidity; 1.2 Define Project; 1.2.1 Architectural Plans; 1.2.2 Site Plan; 1.2.2.1 Floor Plan.

Text of Note

1.2.2.2 Elevation Plan1.2.3 Material Property; 1.3 Loading; 1.3.1 Introduction; 1.3.2 Gravity Load; 1.3.2.1 Dead Load; Floor System; Composite Floor; Wall; Staircase; 1.3.2.2 Live Load; 1.3.3 Center of Mass; 1.3.4 Lateral Load; 1.3.4.1 EUROCODE 8 (Equivalent Lateral Force); The Procedure for Determine the Equivalent Lateral Force; 1.3.4.2 Distribution of Shear Base in Each Story; 1.3.4.3 IBC (Equivalent Lateral Load); The Procedure for Determine the Equivalent Lateral Force; The Calculation of Equivalent Lateral Force of Project Using IBC 2012; 1.3.5 Shear Rigidity.

Text of Note

1.3.5.1 Center of Rigidity (Stiffness)1.3.6 Torsional Forces; 1.3.6.1 Calculation of Torsion; 1.3.7 Accidental Torsional Effects; 1.3.8 Distribution of Lateral Shear in Bents; 1.3.8.1 Distribution of Shear Force in the Fifth and Sixth Story; 1.3.9 Analysis of the Moment Resistance Frame Under Gravity Load; 1.3.10 The Approximate Methods for Analysis of Moment Resistance Frames Under Lateral Load; 1.3.10.1 Portal Method; 1.3.10.2 Cantilever Method; 1.4 Displacement Analysis; 1.4.1 Introduction; Appendix; References; 2 Braced Steel Frame System; 2.1 Braced Frame System; 2.1.1 Braced Frames.

Text of Note

2.1.1.1 Introduction2.1.2 Types of Bracing; 2.1.2.1 Concentrically Braced Frames; 2.1.2.2 Eccentrically Braced Frame (EBF); 2.1.2.3 Buckling Restrained Braces; 2.1.3 Behavior of Braced Frame Under Gravity and Lateral Load; 2.1.3.1 Structural Frame System with Double-Diagonal Bracing; 2.1.3.2 Structural Frame with Chevron Bracing System; In Double-Diagonal Bracing System; In Chevron Braced System; 2.1.3.3 Structural Frame with Eccentric Bracing System; 2.1.4 Stiffness of Different Type of Bracing Frame; 2.1.4.1 Virtual Work; Unit Load Method as Applied to Trusses.

Text of Note

Calculation of Stiffness Indeterminate Braced FrameCalculation of Stiffness of Diagonal Bracing System; Chevron Braced Frame System (V and V Inverted); Chevron Braced Frame System (V Inverted); Calculation Stiffness of Double Diagonal Braced Frame; 2.2 Define Project; 2.2.1 Properties Definition of Project; 2.2.1.1 Architectural Plans; Floor Plan; 2.3 Loading; 2.3.1 Weight of Steel Structure; 2.3.1.1 Weight of Columns in Each Story; 2.3.1.2 Weight of Beam and Bracing System; 2.3.1.3 Total Weight of Structure; 2.3.2 Center of Mass; 2.3.3 Lateral Load.

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Text of Note

This book presents an analysis procedure for structures that are exposed to the lateral loads such as earthquake and wind. It includes the process for calculating and distributing the effective load into structural elements, as well as for calculating the displacements for different types of structures, e.g. reinforced concrete and steel framed structures. The book provides civil engineers with clear guidelines on how to perform seismic analysis for various building systems, and how to distribute the lateral load to the structural components. This book consists of 4 chapters: The first chapter offers an introduction, while Chapter 2 discusses moment resistance frame. The final two chapters explore shear wall frames and brace frames respectively. Each chapter follows the same structure, explaining step by step all the necessary algorithms, equations and procedures for calculating 1) loads, 2) the centre of mass, 3) stiffness of structures, 4) centre of stiffness, 5) lateral loading, 6) the distribution of lateral loads, and 7) the lateral displacement. Demonstrating the implementation of real building analysis, the book provides architectural drawings and structural plans at the beginning of each chapter.

Source for Acquisition/Subscription Address

Springer Nature

Stock Number

com.springer.onix.9789811088391

Title

Analysis Procedure for Earthquake Resistant Structures.

International Standard Book Number

9789811088384

Earthquake resistant design.

Earthquake resistant design.

TECHNOLOGY & ENGINEERING-- Civil-- General.

TEC-- 009020

TNK

TNKH

Number

Edition

Class number

Book number

Hejazi, Farzad

Karimzadeh, Keyhan.

Date of Transaction

20200823223043.0

Cataloguing Rules (Descriptive Conventions))

pn

Electronic name

[Book]

Y