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Preliminary
Design
Generally,
this is the most important design stage. The focus is on simple
methods to develop a structure that performs well. Good performance is
attained by providing a design with good proportions, load path completion,
stiffness, strength, etc.
Preliminary
design is an iterative process:
-
Operational Goal: Elastic Analysis, very simple models and elastic spectrum.
- Life
Safe Goal: Elastic analysis, and "equivalent elastic" spectrum.
-
Near-collapse Goal: Simplified nonlinear analysis, nonlinear design
and response spectrum.
- Integrate
design requirements
- Evaluate
designs
-
Re-do if needed
Detailing
Today's
prescriptive formats (such as ACI 318 for concrete) say little about expected
performance. Currently, there is little attempt to relate details quantitatively
to predicted deformation demands. Nominal "ductile" details are typically
used that are relatively non-deteriorative and insensitive to loading
history effects.
Detailing
follows an explicit format, with iteration using estimated demands:
-
Operational goal: focus on strength (good stiffness estimates needed
to predict demands)
- Life
Safe Goal: Focus on triggers for expensive / dangerous behavior (spalling,
buckling, etc.)
- Near-Collapse
Goal: Focus on ultimate deformation capacity of member, connection or
attachment. Difficult with current knowledge.
- Integrate
design requirements (contradictory)
- Evaluate
details for performance and cost
Final
Design
Generally,
final design is the most analysis-oriented design stage. The focus is
on refined methods to predict / evaluate demands on the nearly complete
structural design.
Final
design is an iterative process:
- Operational
goal: Elastic Analysis, refined models and elastic spectrum, 2D vs.
3D
- Life
Safe Goal: Elastic Analysis, and "equivalent elastic" or nonlinear spectrum.
-
Near-collapse Goal: Nonlinear analysis (static push-over with nonlinear
design response spectrum, or dynamic time history analysis).
- Integrate
design requirements
- Evaluate
designs (details, goals)
- Re-do
if needed
Reliability
Analysis
Currently,
reliabilitiy analyses are done only infrequently. The focus is on refined
methods to assess the reliability of structure and its life cycle costs
considering variability of expected earthquakes.
Reliability
analysis is an iterative process:
-
Operational Goal: Elastic Analysis, refined models and elastic spectrum,
2D vs 3D
- Life
Safe Goal: Elastic analysis and "equivalent elastic" or nonlinear spectrum
(+1s)
- Near-collapse
Goal: Nonlinear analysis such as static push-over with nonlinear response
spectrum (+1s), dynamic time history analysis, etc.
-
Integrate performance information
- Evaluate
performance expectations' costs
- Re-do
if needed
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