| 381 |
Seismic pounding effects on adjacent buildings in series with different alignment configurations |
2018 |
| 382 |
SHEAR BEHAVIOUR OF R. C BEAMS HAVING SINGLE SWIMMER BARS
|
2018 |
| 383 |
SHEAR BEHAVIOUR OF R. C BEAMS HAVING SINGLE SWIMMER BARS
|
2018 |
| 384 |
Static behavior of RC deck slabs partially prestressed with hybrid fiber reinforced polymer tendons |
2018 |
| 385 |
Structural control of cable-stayed bridges under traveling earthquake wave excitation |
2018 |
| 386 |
Transient Investigation of the Critical Abstraction Rates in Coastal Aquifers: Numerical and Experimental Study
|
2018 |
| 387 |
Two points registration algorithm for terrestrial
laser scanner point clouds
|
2018 |
| 388 |
Use of pore pressure build-up as damage metric in computation of equivalent number of uniform strain cycles
|
2018 |
| 389 |
Why is there a discrepancy in shear wave velocity – cone tip resistance (Vs–qc) correlations’ trends with respect to grain size?
|
2018 |
| 390 |
A broken headwall for increasing the working efficiency of box culverts |
2017 |
