Article Desciption File Format :pdf
Mesh Transitioning and Compatibility the Automated Line Constraint in ETABS & SAP2000
(Ashraf Habibullah, S.E., M.Iqbal Suharwardy,S.E., Ph.D.)
http://www.csiberkeley.com/Tech_Info/Line%20Constraint.pdf
A History Development Modern Earthquake Codes (Frank E. McClure, S.E.)
http://www.csiberkeley.com/Tech_Info/McClure_book_smll.pdf
Structural Dynamics Seminar: Earthquake Engineering for Practicing Structural Engineers
(Ashraf Habibullah, S.E.)
http://www.csiberkeley.com/Tech_Info/s1.pdf
Static & Dynamic Analysis of Multi-Story Buildings, Including P-Delta Effects (EERI Journal)
http://www.csiberkeley.com/Tech_Info/s2.pdf
A Clarification of the Orthogonal Effects in a Three-Dimensional Seismic Analysis
(Ed Wilson, M.EERI, Iqbal Suharwardy, M.EERI, Ashraf Habibullah, M.EERI)
http://www.csiberkeley.com/Tech_Info/s3.pdf
3D Dynamic Analysis for Multicomponent Earthquake Spectra (Ed Wilson, Martin Button)
http://www.csiberkeley.com/Tech_Info/s4.pdf
Short Communications A Replacement for the SRSS Method in Seismic Analysis
(E.L. Wilson, A. Der Kiureghian, E.P. Bayo)
http://www.csiberkeley.com/Tech_Info/s5.pdf
A New Method of Dynamic Analysis for Linear and Nonlinear Systems (Ed Wilson)
http://www.csiberkeley.com/Tech_Info/s6.pdf
Ritz vs Eigen Analysis: Vertical Seismic Analysis (CSI Publication)
http://www.csiberkeley.com/Tech_Info/s7.pdf
Orthogonal Effects in Response Spectrum Analysis (Ed Wilson)
http://www.csiberkeley.com/Tech_Info/s8.pdf
Dynamic Nonlinear Analysis (Ed Wilson)
http://www.csiberkeley.com/Tech_Info/s9.pdf
Large Numbers Can Cause Significant Errors (Ed Wilson)
http://www.csiberkeley.com/Tech_Info/s10.pdf
Current Trends in Modeling Buildings Systems (Ashraf Habibullah, S.E.)
http://www.csiberkeley.com/Tech_Info/s11.pdf
Modal Combinations Rules for Multicomponent Earthquake Excitation
(Wiggo Smeby, Armen Der Kiureghian)
http://www.csiberkeley.com/Tech_Info/s12.pdf
Practical Three Dimensional Nonlinear Static Pushover Analysis
(Ashraf Habibullah, S.E., and Stephen Pyle, S.E.)
http://www.csiberkeley.com/Tech_Info/Pushover%20paper.pdf
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)
http://www.csiberkeley.com/Tech_Info/11.pdf
Dynamic Analysis: Force Equilibrium Is Fundamental In The Dynamic Analysis Of Structures (Ed Wilson)
http://www.csiberkeley.com/Tech_Info/12.pdf
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)
.PDF
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)
http://www.csiberkeley.com/Tech_Info/15.pdf
Soil -Structure Interaction: At A Finite Distance from A Structure the Absolute Displacements
must Approach the Free-Field Displacements
http://www.csiberkeley.com/Tech_Info/16.pdf
Seismic Analysis Modeling to Satisfy Building Codes:
The Current Buildings Codes Use the Terminology Principal Direction without A Unique Definition (Ed Wilson)
http://www.csiberkeley.com/Tech_Info/17.pdf
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)
http://www.csiberkeley.com/Tech_Info/19.pdf
Dynamic Analysis By Numerical Integration:
Normally, For Earthquake Loading Direct Numberical Integration Is Very Slow (Ed Wilson)
http://www.csiberkeley.com/Tech_Info/20.pdf
The Eigenvalue Problem: Eigenvalues And Eigenvectors Are Properties
Of The Equations That Simulate The Behavior Of A Real Structure (Ed
Wilson)
http://www.csiberkeley.com/Tech_Info/d.pdf
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)
http://www.csiberkeley.com/Tech_Info/h.pdf
SAFE Technical Note 1: How SAFE Calculates Punching Shear For the ACI 318-95 Code
http://www.csiberkeley.com/Tutorials/SAFE/ftn01-05.pdf
SAFE Technical Note 2: Using the Align Vertical / Horizontal Command
http://www.csiberkeley.com/Tutorials/SAFE/ftn02-01.pdf
Physical Object Based Analysis and Design Modeling of Shear Wall Systems Using ETABS
(Ashraf Habibullah, S.E.)
http://www.csiberkeley.com/Tech_Info/ObjectBasedShearWalls.pdf
Steel Frame Design: Staggered Truss Framing Systems Using ETABS (Ashraf Habibullah,S.E.)
http://www.csiberkeley.com/Tech_Info/TrussTechnicalNote.pdf
