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Analysis Using Response Spectrum Seismic Loading: Prior To The
Existence Of Inexpensive Personal Computers The Response Spectrum Method
Was The Standard Approach for Linear Seismic Analysis |
Ed Wilson |
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A History Development Modern Earthquake Codes |
Frank E. McClure, S.E. |
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A New Method of Dynamic Analysis for Linear and Nonlinear Systems |
Ed Wilson |
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Concerning Dynamic Nonlinear Analysis |
Ed Wilson |
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Current Trends in Modeling Buildings Systems |
Ashraf Habibullah, S.E. |
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Damping and Energy Dissipation: Linear Viscous Damping Is A
Property Of The Computer Model And Is Not A Property Of A Real Structure
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Ed Wilson |
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Dynamic Analysis By Numerical Integration: Normally, For
Earthquake Loading Direct Numberical Integration Is Very Slow |
Ed Wilson |
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Dynamic Analysis Using Mode Superposition: The Mode Shapes
Used To Uncouple The Dynamic Equilibrium Equations Need Not Be The Exact
Free-Vibration Mode Shapes |
Ed Wilson |
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Dynamic Analysis: Force Equilibrium Is Fundamental In The Dynamic Analysis Of Structures |
Ed Wilson |
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Geometric Stiffness and P-Delta Effects: P-Delta Effects,
Due to Deal Load, Can Be Considered Without Iteration for Both Static
and Dynamic Analysis |
Ed Wilson |
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Large Numbers Can Cause Significant Errors |
Ed Wilson |
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Mesh Transitioning and Compatibility the Automated Line Constraint in ETABS & SAP2000 |
Ashraf Habibullah, S.E., M.Iqbal Suharwardy,S.E., Ph.D. |
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Modal Combinations Rules for Multicomponent Earthquake Excitation |
Wiggo Smeby, Armen Der Kiureghian |
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Orthogonal Effects in Response Spectrum Analysis |
Ed Wilson |
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Physical Object Based Analysis and Design Modeling of Shear Wall Systems Using ETABS |
Ashraf Habibullah, S.E. |
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Practical Three Dimensional Nonlinear Static Pushover Analysis |
Ashraf Habibullah, S.E., and Stephen Pyle, S.E. |
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Ritz Analysis vs. Eigen Analysis: Vertical Seismic Analysis |
CSI Publication |
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SAFE Technical Note 1: How SAFE Calculates Punching Shear For the ACI 318-95 Code |
CSI Publication |
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SAFE Technical Note 2: Using the Align Vertical / Horizontal Command |
CSI Publication |
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Seismic Analysis Modeling to Satisfy Building Codes: The
Current Buildings Codes Use the Terminology Principal Direction without A
Unique Definition |
Ed Wilson |
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Soil -Structure Interaction: At A Finite Distance from A
Structure the Absolute Displacements Must Approach the Free-Field
Displacements |
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Speed of Computer Systems: The Current Speed Of A $2,000
Personal Computer Is Faster Than The $10,000,000 Cray Computer Of 1975
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Ed Wilson |
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Steel Frame Design: Staggered Truss Framing Systems Using ETABS |
Ashraf Habibullah,S.E. |
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The Eigenvalue Problem: Eigenvalues And Eigenvectors Are
Properties Of The Equations That Simulate The Behavior Of A Real
Structure |
Ed Wilson |
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