Computer Applications in Structural Engineering, Lecture #11 |
Abdulrazzaq Touqan |
natural period and forced response, use undamped frequency |
Tue, 2015-02-10 |
Computer Applications in Structural Engineering, Lecture #12 |
Abdulrazzaq Touqan |
natural period and forced response, use undamped frequency |
Thu, 2015-02-12 |
Computer Applications in Structural Engineering, Lecture #13 |
Abdulrazzaq Touqan |
earthquake codes, response spectrum, time history |
Sun, 2015-02-15 |
Computer Applications in Structural Engineering, Lecture #14 |
Abdulrazzaq Touqan |
earthquake codes, response spectrum, time history |
Tue, 2015-02-17 |
Computer Applications in Structural Engineering, Lecture #15 |
Abdulrazzaq Touqan |
earthquake codes, response spectrum, time history |
Thu, 2015-02-19 |
Computer Applications in Structural Engineering, Lecture #16 |
Abdulrazzaq Touqan |
importance of period, N-degrees of freedom, participation ratio, Rayleigh method |
Sun, 2015-02-22 |
Computer Applications in Structural Engineering, Lecture #17 |
Abdulrazzaq Touqan |
importance of period, N-degrees of freedom, participation ratio, Rayleigh method |
Tue, 2015-02-24 |
Computer Applications in Structural Engineering, Lecture #18 |
Abdulrazzaq Touqan |
importance of period, N-degrees of freedom, participation ratio, Rayleigh method |
Thu, 2015-02-26 |
Computer Applications in Structural Engineering, Lecture #19 |
Abdulrazzaq Touqan |
importance of period, N-degrees of freedom, participation ratio, Rayleigh method |
Sun, 2015-03-01 |
Computer Applications in Structural Engineering, Lecture #20 |
Abdulrazzaq Touqan |
No Keywords Available |
Thu, 2015-03-05 |