Performance-based design is a major shift from traditional structural design concepts and represents the future of earthquake engineering. The procedure provides a method for determining acceptable levels of earthquake damage. Also, it is based on the recognition that yielding does not constitute failure and that preplanned yielding of certain members of a structure during an earthquake can actually help to save the rest of the structure. In this technology-packed seminar, Ashraf will present the theory and practical application of nonlinear analysis and performance-based design in terms and analogies that are very familiar to the practicing structural engineer. Attendees will leave the seminar empowered with a clear understanding of this new technology.
The seminar will address many fundamental questions, such as:
- Why do we even need to talk about nonlinear analysis?
- What is really meant by energy dissipation and why it is important?
- What is a time-energy diagram and why is it so important in seismic design?
- What is deformation capacity and why it is more important than strength capacity?
- What we really mean by ductility and why strength without ductility is useless?
- What is a material model, a fiber model and a hysteresis loop?
And, elaborate on many interesting observations, for example:
- ... that structures can be designed to follow predefined paths of damage to preserve critical components.
- ... that allowing yielding of parts of a structure during an earthquake can save the rest of the structure.
- ... that yielding does not mean failure and some structures can have more strength after yielding.
- ... that the most efficient and accurate nonlinear time history analysis technique is based on mode superposition.
- ... that most dead load analyses assume that a structure is built weightless and gravity appears instantaneously.
- ... that a nonlinear time history analysis is important even for a regular high rise structure.
Nonlinear Theory
- Material and geometric nonlinearity
- Steel and Concrete behavior in the nonlinear range
- P-delta and large displacements
- Yielding and energy dissipation
- History dependence
- Ductile and brittle behavior
- Ductile limit and strength loss
- Elastic and plastic energy
- Cyclic stiffness and strength degradation, and fatigue
- Hysteresis loops and time-energy diagrams
- Redundancy and resilience
- Strength based design and deformation based design
- Problems of design by analysis
- Capacity design and sacrificial elements
- Collapse mechanisms
- Sustained and cyclic loads
Nonlinear Modeling
- Material models, moment, axial and shear hinges FEMA hinges
- Rusty hinge model
- Moment axial force interaction
- Fiber hinge models for complex shapes
- Multi layered nonlinear shell model
- Multi linear elastic and plastic behavior
- Viscous dampers
- Base isolation energy dissipating models
- Types of hysteresis loops - kinetic, isotropic, Takeda and pivot
- Special considerations for tall building
Nonlinear Analysis Techniques & Performance Based Design
- The FNA time history analysis method and the power of Ritz vectors
- Step by step nonlinear time history analysis
- Large-displacement and P-delta effects
- Modal and Rayleigh damping
- Nonlinear events and element state determination
- Unloading events, redistribution and solution complications
- Requirements of ASCE41Pushover analysis and limitations
- Force controlled loading and displacement controlled loading
- Badly behaved displacements (snap-back and snap-through)
- Non-uniqueness of static solutions, uniqueness of dynamics
- Acceleration Displacement Response Spectrum (ADRS)
- Push over curve and target displacement Equivalent linearization and displacement modification methods
- Performance measures and performance levels
- Demand/capacity ratio and acceptance criteria
- Soil-structure interaction
Nonlinear Applications in Structural Engineering
- Buckling restrained braces
- Eccentrically braced systems
- Base isolation systems
- Reduced beam sections
- Panel zone plasticity
- Foundation uplift and structural pounding
- Long term creep and shrinkage
- Effects of construction sequence loading
- Nonlinear dampers and deflection control
- Tension only bracing systems
- Cable supported structures
Details
Size: 500 MB
Language: English
Format: .PDF, .PPT, .MP4
Author: Ashraf Habibullah (Founder, CEO of CSI Inc.)
Performance Based Design [PDF+PowerPoint Presentation]
http://www.mediafire.com/download/55...ghujkhgyuy.rar
Performance Based Design [Video Lecture, Some Highlights]
http://www.mediafire.com/download/qc...klnk.part1.rar
http://www.mediafire.com/download/bb...klnk.part2.rar