Notes

Supplements

B3. Campbell 2003 1 Sec Attenuation Mathcad  

B4. Mathcad - Attenuation Relationships

C2. Structural Dynamics - Response Spectrum- Set 2 

D2. MDOF Notes - Part II

D3. MDOF Example

E1. Inelastic Response Spectrum Notes Set I

E2. Inelastic Behavior of Simple Structures

E4. Inelastic Response Spectrum Notes Set II

E5. Inelastic Response Spectrum Notes Set III

F2. Newmark beta method - Mathcad - PDF format

F3. Newmark Beta Method Algorithms

F4. Earthquake Spectra and Design

Matlabfiles - Newmark ReponseSpectrum and Newmark Integration
F3. Earthquake analysis and response spectrum Zipped File 1
F4. Newmark Response Spectrum Integreatoin Zipped File 2
F5. Zipped File 3

F6. Gilroy data

G1a. NEHRP 2003 Provisions Set I

1 slide per page

2 Slides per page

4 slides per page
6 slides per page

G2a. NEHRP 2003 Provisions Set II - Part one

1 slide per page

2 slide per page

4 slides per page

6 slides per page

G2a. NEHRP 2003 Provisions Set II - Part two

1 slide per page

4 slides per page

G3a. NEHRP Provisions Set III 

1 slide per page

2 slides per page

6 slides per page

G3b. Moment Frame Systems

G4. SAP Example - Mathcad File

G8 - SAP Solution -

Fema 450

FEMA 450-1. Part1. NEHRP Recommended Provisions

FEMA 450-2. Part2. NHERP Recommended Provisions

G11. -

CODE

Fema302

Fema303

Code p119-142

Code p109-118

NEHRP 1997 Provisions Set I

Set I - 1 slide per page
Set I - 4 slides per page
Set I - 6 slides per page

G1a. NEHRP1997-Provisions Set I - 1 Slide per page

G1b. NEHRP1997-Provisions Set I - 1 Slide per page

 

G2a. NEHRP1997-Provisions Set 2 - 1 Slide per page

G2b. NEHRP1997-Provisions Set 2 - 1 Slide per page

 

H1. ELF and Modal Analysis by SAP2000,  

      (H1b. Response Spectrum Data for Memphis)

H1c.  Pushover by SAP2000 - Part 1

1. Dynamic Analysis Using Response Spectrum Seismic Loading
2. Damping and Energy Dissipation
3. Dynamic Analysis
4. Eigenvalue Problem
5. Geometric Stiffness and P-Delta
6. Mode Superposition
7. P-Delta
8. Response Spectrum
9. Seismic Modeling to Satisfy Building Codes
10. Soil Structure Interaction
11. Step-by-Step Integration
12. SAP - Pushover

G7. SAP2000 - Tutorial

Sap2000 - 7.4 Student Version - licensed to UM Students.

H2, Example of ELF and Modal Analysis Based on IBC2000

H3a.

      1 Slide per Page
      2 slides per page
      3 slides per page

I1. 

Fema 350 Notes - 1 slide per page
Fema 305 Notes - 6 slides per page

I2. FEMA350 Example - Spreadsheet

I3. PBSD zipped files

=============  Introduction to Performance Based Engineering

Topic 15-1-Slides
Topic 15-1-Notes
Topic 15-1-Handouts

Topic 15-2-Slides
Topic 15-2-Notes
Topic 15-2-Handouts

I4. FEMA445

I5. PBSD_presentation

I6. Seismic performace of Steel Frames

I7. FEMA 350

I8. Cornell Paper

I9. ATC58

FEMA 274 

J3.  Inelastic Sytems - 1 Slide per page
J3.  Inelastic Systems - 6 Slides per page
J3. Inelastic Systems - 2 Slides per page

================== Inelastic Behavior of Materials and Structures

Topic 6-Slides
Topic 6-Notes
Topic 6-Handouts

SAP Tutorials

1. SAP Pushover Analysis Demo
2. SAP Time History Analysis Demo
3. SAP Response Spectrum Analysis Demo

 

SAP2000 - Pushover Tutorial

SAP2000 - Example

L2. PowerPoint - Capacity Demand Analysis

M2. AASHTO Provisions

NCHRP 12-49

AASHTO (part 1)