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ارزیابی عملکرد قاب های با مهاربندی همگرا
یاشا، سامان Yasha, Saman
Cataloging brief
ارزیابی عملکرد قاب های با مهاربندی همگرا
پدیدآور اصلی :
یاشا، سامان Yasha, Saman
ناشر :
صنعتی شریف
سال انتشار :
1388
موضوع ها :
طراحی لرزه ای Seismic Design سیستم بادبند همگرای معمولی Ordinary Concentric Braced Frame...
شماره راهنما :
53-40276
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Introduction and Research Objectives
(12)
Introduction:
(12)
Hysteretic Energy Dissipation
(16)
Research Objectives
(20)
Review of Previous Experimental Results
(21)
. Introduction
(21)
Bracing Members and Connections Behaviors
(21)
Gusset Plate Behavior
(23)
System Behavior
(28)
Columns
(32)
Limits on Effective Slenderness Ratio
(33)
Limits on Width-to-Thickness Ratio
(36)
Bracing Connections Design Requirements
(37)
Special Requirements Related to Bracing Configuration
(38)
Columns and Beams
(40)
Introduction
(42)
Geometry and Details of the Structures
(43)
Structural Materials
(43)
Frame Sections
(43)
Design loads
(44)
Seismic Load Determination
(44)
Equivalent Static Procedure
(44)
Base Shear, V
(45)
Building Response Factor; B, [Standard No.2800-3rd Edition]
(46)
Fundamental Period; T, [Standard No.2800-3rd edition]
(46)
Calculation of Earthquake Coefficient Factor, C
(47)
Computer Model Description
(48)
Applicable Load Combinations
(48)
Linear Static Procedure
(49)
Basis of Linear Static Procedure
(49)
Three Story SCBF and OCBF Designed Sections with Static Linear Analysis
(50)
Six Story SCBF and OCBF Designed Sections with Static Linear Analysis
(52)
Nine Story SCBF and OCBF Designed Sections with Static Linear Analysis
(57)
Twelve Story SCBF and OCBF Designed Sections with Static Linear Analysis
(61)
Calculation of Story Drifts
(65)
Design Story Drift
(65)
Allowable Story Drift
(66)
Linear Dynamic Procedure (Response Spectrum)
(69)
Basis of Linear Dynamic Procedure
(69)
Ground Motion
(70)
Scope
(70)
Standard Design Spectrum
(70)
Response Spectrum Analysis Method
(71)
Numbers of Modes
(71)
Combining Modes
(71)
Modes and Modal Properties
(71)
Modification of Response Values
(72)
Modeling
(73)
Three Story SCBF and OCBF Designed Sections With Dynamic Procedure
(74)
Six Story SCBF and OCBF Designed Sections With Dynamic Procedure
(76)
Nine Story SCBF and OCBF Designed Sections With Dynamic Procedure
(80)
/
(80)
Twelve story SCBF and OCBF designed sections with dynamic procedure
(84)
Comparison of nonlinear static and Response spectrum analysis methods
(88)
Nonlinear Static Procedure Analysis
(90)
Basis of the Nonlinear Static Procedure
(90)
Modeling and Analysis Considerations
(90)
Control Node Displacement
(91)
Component Gravity Loads for Load Combinations
(91)
Lateral Load Distribution
(92)
Idealized Force-Displacement Curve
(93)
Analysis of Mathematical Models
(94)
Determination of Forces and Deformations
(95)
Target Displacement
(95)
Acceptance Criteria for Nonlinear Procedures
(100)
Stiffness in Nonlinear Static Procedure
(102)
Nonlinear Static Procedure
(106)
Determination of Target Displacement
(106)
Discussions
(107)
Pushover Analysis Results for 3-Story SCBF and OCBF
(108)
Pushover Analysis Results for 6-Story SCBF and OCBF
(111)
Pushover Analysis Results for 9-Story SCBF and OCBF
(115)
Pushover Analysis Results for 12-Story SCBF and OCBF
(120)
Figure 5.17 Pushover curve for 12-story SCBF (kg-m)
(120)
Comparison of the Results
(125)
Comparison of three-story SCBF and OCBF
(125)
Conclusion and Future Study
(127)
Conclusion
(127)
Future Study
(127)
