| 341 |
Seismic pounding effects on adjacent buildings in series with different alignment configurations |
2018 |
| 342 |
Seismic pounding effects on adjacent buildings in series with different alignment configurations |
2018 |
| 343 |
SHEAR BEHAVIOUR OF R. C BEAMS HAVING SINGLE SWIMMER BARS
|
2018 |
| 344 |
SHEAR BEHAVIOUR OF R. C BEAMS HAVING SINGLE SWIMMER BARS
|
2018 |
| 345 |
Static behavior of RC deck slabs partially prestressed with hybrid fiber reinforced polymer tendons |
2018 |
| 346 |
Structural control of cable-stayed bridges under traveling earthquake wave excitation |
2018 |
| 347 |
Transient Investigation of the Critical Abstraction Rates in Coastal Aquifers: Numerical and Experimental Study
|
2018 |
| 348 |
Two points registration algorithm for terrestrial
laser scanner point clouds
|
2018 |
| 349 |
Use of pore pressure build-up as damage metric in computation of equivalent number of uniform strain cycles
|
2018 |
| 350 |
Why is there a discrepancy in shear wave velocity – cone tip resistance (Vs–qc) correlations’ trends with respect to grain size?
|
2018 |
