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ASCE 9780784411964 2011

ASCE 9780784411964 2011

$27.08

Advanced Analysis in Steel Frame Design

Published By Publication Date Number of Pages
ASCE 2011 58
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Prepared by the Special Project Committee on Advanced Analysis of the Technical Committee on Structural Members of the Structural Engineering Institute of ASCE.This report presents formal guidelines for the use of second-order inelastic analysis in the design and assessment of steel framing systems. This advanced analysis methodology focuses on the strength of the structural system as a whole, rather than the design load levels producing the first member failure. The report includes design rules, background and commentary regarding the rules, and benchmarks for columns and frames. It provides specific recommendations regarding the rigor of analysis, minimum modeling requirements, consideration of limit states, serviceability, and live load reduction, yet allows latitude for the judgment of the design engineer.The recommendations presented in this report will be particularly valuable to structural engineers, specification developers, and developers of structural analysis software.

PDF Catalog

PDF Pages PDF Title
1 Cover
6 Contents
8 PART 1: Introduction
1.1 What is Advanced Analysis?
10 1.2 Motivation and Scope
11 1.3 Basic Requirements for the Guidelines
12 1.4 Limitations of the Guidelines
14 PART 2: Design Rules
2.1 Analysis Requirements
2.1.1 Rigor of analysis required
2.1.2 Acceptable analysis approaches
2.2 Modeling
2.2.1 Inelasticity
15 2.2.2 Geometric imperfections
16 2.2.3 Beam-to-column connections
2.3 Limit States
2.4 Resistance Factors
17 2.5 Serviceability
2.5.1 Appropriate load levels
2.5.2 Limits on inelasticity and plastic rotation
2.6 Live Load Reduction
20 PART 3: Background and Commentary
3.1 Background on Analysis Methods
3.1.1 Distributed plasticity methods
22 3.1.2 Refined plastic hinge methods
26 3.2 Background on Inelasticity
3.2.1 Inelasticity in distributed plasticity models
27 3.2.2 Inelasticity in concentrated plasticity (plastic hinge) models
28 3.3 Background on Imperfections
30 3.4 Background on Connection Modeling
32 3.5 Background on AISC Limit States
3.6 Background on Resistance Factors
33 3.7 Background on Serviceability
3.8 Background on Live Load Reduction
36 PART 4: Benchmarks
4.1 Benchmark Columns
41 4.2 Benchmark Frames: Nominal
4.2.1 Maleck Industrial Frame
43 4.2.2 Vogel Frame
44 4.3 Benchmark Frames: Factored
4.3.1 Ziemian Frame
46 4.3.2 Martinez-Garcia Moment Frame
49 4.3.3 Martinez-Garcia Braced Frame
58 INDEX

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ASCE 9780784411964 2011
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