| 581 |
SOME PARAMETERS AFFECTING THE BEHAVIOUR OF R.C. FRAMES DESIGNED FOR GRAVITY LOADS ONLY AND
SUBJECTED TO EARTHQUAKES |
2014 |
| 582 |
Some parameters affecting the behaviour of R.C.frames designed for gravity loads only and subjected to earthquakes. |
2014 |
| 583 |
Some parameters affecting the behaviour of R.C.frames designed for gravity loads only and subjected to earthquakes. |
2014 |
| 584 |
Strength Model for Concrete Columns Reinforced with Fiber-Reinforced Polymer Bars and Ties |
2014 |
| 585 |
Structural Capacity of Anchorage Ties in Veneer Walls Subjected to Earthquake’ |
2014 |
| 586 |
The use of piezoelectric ring-actuator technique (P-RAT) in shear wave velocity measurement in granular media |
2014 |
| 587 |
Theoretical study on static shear behavior of high strength concrete beams compared with normal strength concrete beams. |
2014 |
| 588 |
Theoretical study on static shear behavior of high strength concrete beams compared with normal strength concrete beams. |
2014 |
| 589 |
ULTIMATE SEISMIC BEARING CAPACITY OF STRIP FOOTING USING MODIFIED KREY’S METHODS (FRICTION CIRCLE METHOD)
|
2014 |
| 590 |
Evaluation of Shear Strength of HSRC beams without web reinforcement |
2013 |
