CSI Technical Papers
Dynamic 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 |
![]() |
View |
A History Development Modern Earthquake Codes | Frank E. McClure, S.E. |
![]() |
View |
A New Method of Dynamic Analysis for Linear and Nonlinear Systems | Ed Wilson |
![]() |
View |
Concerning Dynamic Nonlinear Analysis | Ed Wilson |
![]() |
View |
Current Trends in Modeling Buildings Systems | Ashraf Habibullah, S.E. |
![]() |
View |
Damping and Energy Dissipation: Linear Viscous Damping Is A Property Of The Computer Model And Is Not A Property Of A Real Structure | Ed Wilson |
![]() |
View |
Dynamic Analysis By Numerical Integration: Normally, For Earthquake Loading Direct Numberical Integration Is Very Slow | Ed Wilson |
![]() |
View |
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 |
![]() |
View |
Dynamic Analysis: Force Equilibrium Is Fundamental In The Dynamic Analysis Of Structures | Ed Wilson |
![]() |
View |
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 |
![]() |
View |
Large Numbers Can Cause Significant Errors | Ed Wilson |
![]() |
View |
Mesh Transitioning and Compatibility the Automated Line Constraint in ETABS & SAP2000 | Ashraf Habibullah, S.E., M.Iqbal Suharwardy,S.E., Ph.D. |
![]() |
View |
Modal Combinations Rules for Multicomponent Earthquake Excitation | Wiggo Smeby, Armen Der Kiureghian |
![]() |
View |
Orthogonal Effects in Response Spectrum Analysis | Ed Wilson |
![]() |
View |
Physical Object Based Analysis and Design Modeling of Shear Wall Systems Using ETABS | Ashraf Habibullah, S.E. |
![]() |
View |
Practical Three Dimensional Nonlinear Static Pushover Analysis | Ashraf Habibullah, S.E., and Stephen Pyle, S.E. |
![]() |
View |
Ritz Analysis vs. Eigen Analysis: Vertical Seismic Analysis | CSI Publication |
![]() |
View |
SAFE Technical Note 1: How SAFE Calculates Punching Shear For the ACI 318-95 Code | CSI Publication |
![]() |
View |
SAFE Technical Note 2: Using the Align Vertical / Horizontal Command | CSI Publication |
![]() |
View |
Seismic Analysis Modeling to Satisfy Building Codes: The Current Buildings Codes Use the Terminology Principal Direction without A Unique Definition | Ed Wilson |
![]() |
View |
Soil -Structure Interaction: At A Finite Distance from A Structure the Absolute Displacements Must Approach the Free-Field Displacements |
![]() |
View | |
Speed of Computer Systems: The Current Speed Of A $2,000 Personal Computer Is Faster Than The $10,000,000 Cray Computer Of 1975 | Ed Wilson |
![]() |
View |
Steel Frame Design: Staggered Truss Framing Systems Using ETABS | Ashraf Habibullah,S.E. |
![]() |
View |
The Eigenvalue Problem: Eigenvalues And Eigenvectors Are Properties Of The Equations That Simulate The Behavior Of A Real Structure | Ed Wilson |
![]() |
View |
+ نوشته شده در یکشنبه ۱۳۹۱/۰۸/۱۴ ساعت ۴:۲۹ ب.ظ توسط «احسان غرقابي_مدير سایت»
|