عنوان

Analysis procedure for earthquake resistant structures /

شابک

9789811088391

شابک

981108839X

شابک اشتباه

9789811088384

شابک اشتباه

9811088381

عنوان اصلي

Analysis procedure for earthquake resistant structures /

نام عام مواد

[Book]

نام نخستين پديدآور

Farzad Hejazi, Keyhan Karimzadeh.

محل نشرو پخش و غیره

Singapore :

نام ناشر، پخش کننده و غيره

Springer,

تاریخ نشرو بخش و غیره

[2018]

نام خاص و کميت اثر

1 online resource (xxix, 535 pages)

متن يادداشت

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

متن يادداشت

Includes bibliographical references.

متن يادداشت

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.

متن يادداشت

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.

متن يادداشت

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.

متن يادداشت

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.

متن يادداشت

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.

بدون عنوان

0

بدون عنوان

8

بدون عنوان

8

بدون عنوان

8

بدون عنوان

8

متن يادداشت

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.

منبع سفارش / آدرس اشتراک

Springer Nature

شماره انبار

com.springer.onix.9789811088391

عنوان

Analysis Procedure for Earthquake Resistant Structures.

شماره استاندارد بين المللي کتاب و موسيقي

9789811088384

موضوع مستند نشده

Earthquake resistant design.

موضوع مستند نشده

Earthquake resistant design.

موضوع مستند نشده

TECHNOLOGY & ENGINEERING-- Civil-- General.

موضوع مستند نشده

TEC-- 009020

موضوع مستند نشده

TNK

موضوع مستند نشده

TNKH

شماره

ويراست

شماره رده

نشانه اثر

مستند نام اشخاص تاييد نشده

Hejazi, Farzad

مستند نام اشخاص تاييد نشده

Karimzadeh, Keyhan.

تاريخ عمليات

20200823223043.0

قواعد فهرست نويسي ( بخش توصيفي )

pn

نام الکترونيکي

نوع ماده

[Book]

تكميل شده

Y