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Advanced Analysis in Steel Frame Design: Guidelines for Direct Second-Order Inelastic Analysis [Pehme köide]

  • Formaat: Paperback / softback, 56 pages, kaal: 85 g
  • Ilmumisaeg: 30-Mar-2012
  • Kirjastus: American Society of Civil Engineers
  • ISBN-10: 0784411964
  • ISBN-13: 9780784411964
Teised raamatud teemal:
  • Formaat: Paperback / softback, 56 pages, kaal: 85 g
  • Ilmumisaeg: 30-Mar-2012
  • Kirjastus: American Society of Civil Engineers
  • ISBN-10: 0784411964
  • ISBN-13: 9780784411964
Teised raamatud teemal:
Advanced Analysis in Steel Frame Design 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 design load levels producing first member failure. The report includes design rules, background and commentary regarding these rules, and benchmarks for columns and frames. It also provides specific recommendations regarding the rigour of the analysis, minimum modelling requirements, consideration of limit states, serviceability, and live load reduction, yet allows latitude for the judgement of the design engineer.

|Advanced Analysis in Steel Frame Design 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 design load levels producing first member failure. The report includes design rules, background and commentary regarding these rules, and benchmarks for columns and frames. It also provides specific recommendations regarding the rigour of the analysis, minimum modelling requirements, consideration of limit states, serviceability, and live load reduction, yet allows latitude for the judgement of the design engineer.
Part 1 Introduction
1(6)
1.1 What is Advanced Analysis?
1(2)
1.2 Motivation and Scope
3(1)
1.3 Basic Requirements for the Guidelines
4(1)
1.4 Limitations of the Guidelines
5(2)
Part 2 Design Rules
7(6)
2.1 Analysis Requirements
7(1)
2.1.1 Rigor of analysis required
7(1)
2.1.2 Acceptable analysis approaches
7(1)
2.2 Modeling
7(2)
2.2.1 Inelasticity
7(1)
2.2.2 Geometric imperfections
8(1)
2.2.3 Beam-to-column connections
9(1)
2.3 Limit States
9(1)
2.4 Resistance Factors
9(1)
2.5 Serviceability
10(1)
2.5.1 Appropriate load levels
10(1)
2.5.2 Limits on inelasticity and plastic rotation
10(1)
2.6 Live Load Reduction
10(3)
Part 3 Background and Commentary
13(16)
3.1 Background on Analysis Methods
13(6)
3.1.1 Distributed plasticity methods
13(2)
3.1.2 Refined plastic hinge methods
15(4)
3.2 Background on Inelasticity
19(2)
3.2.1 Inelasticity in distributed plasticity models
19(1)
3.2.2 Inelasticity in concentrated plasticity (plastic hinge) models
20(1)
3.3 Background on Imperfections
21(2)
3.4 Background on Connection Modeling
23(2)
3.5 Background on AISC Limit States
25(1)
3.6 Background on Resistance Factors
25(1)
3.7 Background on Serviceability
26(1)
3.8 Background on Live Load Reduction
26(3)
Part 4 Benchmarks
29(22)
4.1 Benchmark Columns
29(5)
4.2 Benchmark Frames: Nominal
34(3)
4.2.1 Maleck Industrial Frame
34(2)
4.2.2 Vogel Frame
36(1)
4.3 Benchmark Frames: Factored
37(14)
4.3.1 Ziemian Frame
37(2)
4.3.2 Martinez-Garcia Moment Frame
39(3)
4.3.3 Martinez-Garcia Braced Frame
42(9)
Index 51