| 331 |
Seismic pounding effects on adjacent buildings in series with different alignment configurations |
2018 |
| 332 |
Seismic pounding effects on adjacent buildings in series with different alignment configurations |
2018 |
| 333 |
SHEAR BEHAVIOUR OF R. C BEAMS HAVING SINGLE SWIMMER BARS
|
2018 |
| 334 |
SHEAR BEHAVIOUR OF R. C BEAMS HAVING SINGLE SWIMMER BARS
|
2018 |
| 335 |
Static behavior of RC deck slabs partially prestressed with hybrid fiber reinforced polymer tendons |
2018 |
| 336 |
Structural control of cable-stayed bridges under traveling earthquake wave excitation |
2018 |
| 337 |
Transient Investigation of the Critical Abstraction Rates in Coastal Aquifers: Numerical and Experimental Study
|
2018 |
| 338 |
Two points registration algorithm for terrestrial
laser scanner point clouds
|
2018 |
| 339 |
Use of pore pressure build-up as damage metric in computation of equivalent number of uniform strain cycles
|
2018 |
| 340 |
Why is there a discrepancy in shear wave velocity – cone tip resistance (Vs–qc) correlations’ trends with respect to grain size?
|
2018 |
