|
PERFORMANCE LEVELS OF ECCENTRIC STRUCTURES DUE TO TORSION AND SOIL-STRUCTURE INTERACTION
|
1398 - 08 |
|
CORRECTION FACTORS INCLUDING NONCLASSICAL NATURE OF SOIL-STRUCTURE INTERACTION SPECTRAL ANALYSIS
|
1394 - 02 |
|
AN EFFECTIVE METHOD FOR SELECTION AND MODIFICATION OF GROUND MOTIONS FOR DYNAMIC TIME HISTORY ANALYSIS
|
1394 - 02 |
|
A Macro-Model for Nonlinear Dynamic Analysis of 3D RC Shear Walls and Comparison with the Finite Elements Method
|
1394 - 02 |
|
Effect of inelastic soil structure interaction on distribution of seismic vulnerability in special moment frame RC structures
|
1394 - 02 |
|
Effects of mutual cross interaction and pounding on nonlinear seismic response of adjacent buildings
|
1393 - 06 |
|
Seismic analysis of stone arch bridges collapsing under earthquake
|
1392 - 02 |
|
Structural Response Spectra under Passing Underground Trains
|
1392 - 02 |
|
Seismic behavior of concrete cylindrical storage tanks
|
1392 - 02 |
|
Performance evaluation of special RC moment frames considering soil-structure interaction
|
1392 - 02 |
|
Collapse Performance Evaluation of Reinforced Special Moment Frame Systems Considering Soil-Structure Interaction
|
1391 - 07 |
|
A new procedure for selection and modification of strong ground motion for nonlinear dynamic analysis
|
1391 - 07 |