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Optimum pile arrangement in piled raft foundation by using simplified settlement analysis and adaptive step-length algorithm
Engineering
Geomechanics and Engineering A

Optimum pile arrangement in piled raft foundation by using simplified settlement analysis and adaptive step-length algorithm

by Keiji Nakanishi and Izuru Takewaki
0
$0.00
Energy dissipation system for earthquake protection of cable-stayed bridge towers
Engineering
Earthquakes and Structures

Energy dissipation system for earthquake protection of cable-stayed bridge towers

by Shehata E. Abdel Raheem and Toshiro Hayashikawa
0
$0.00
Optimum pile arrangement in piled raft foundation by using simplified settlement analysis and adaptive step-length algorithm
Engineering
Geomechanics and Engineering B

Optimum pile arrangement in piled raft foundation by using simplified settlement analysis and adaptive step-length algorithm

by Keiji Nakanishi and Izuru Takewaki
0
$0.00
The use of neural networks for the prediction of the settlement of pad footings on cohesionless soils based on standard penetration test
Engineering
Geomechanics and Engineering A

The use of neural networks for the prediction of the settlement of pad footings on cohesionless soils based on standard penetration test

by Yusuf ErzÍn and T. Oktay Gul
0
$0.00
Plastic hinge length of RC columns considering soil-structure interaction
Engineering
Earthquakes and Structures

Plastic hinge length of RC columns considering soil-structure interaction

by Alireza Mortezaei
0
$0.00
The use of neural networks for the prediction of the settlement of pad footings on cohesionless soils based on standard penetration test
Engineering
Geomechanics and Engineering B

The use of neural networks for the prediction of the settlement of pad footings on cohesionless soils based on standard penetration test

by Yusuf ErzÍn and T. Oktay Gul
0
$0.00
Using cement dust to reduce swelling of expansive soil
Engineering
Geomechanics and Engineering A

Using cement dust to reduce swelling of expansive soil

by Raddi M. AlZubaidi + 1 others
0
$0.00
Shake table responses of an RC low-rise building model strengthened with buckling restrained braces at ground story
Engineering
Earthquakes and Structures

Shake table responses of an RC low-rise building model strengthened with buckling restrained braces at ground story

by Han Seon Lee + 2 others
0
$0.00
Using cement dust to reduce swelling of expansive soil
Engineering
Geomechanics and Engineering B

Using cement dust to reduce swelling of expansive soil

by Raddi M. AlZubaidi + 1 others
0
$0.00
Strength and compressibility characteristics of peat stabilized with sand columns
Engineering
Geomechanics and Engineering A

Strength and compressibility characteristics of peat stabilized with sand columns

by M. Ehsan Jorat + 2 others
0
$0.00
Reliability analysis of braced frames subjected to near field ground motions
Engineering
Earthquakes and Structures

Reliability analysis of braced frames subjected to near field ground motions

by Asma Sistani + 1 others
0
$0.00
Strength and compressibility characteristics of peat stabilized with sand columns
Engineering
Geomechanics and Engineering B

Strength and compressibility characteristics of peat stabilized with sand columns

by M. Ehsan Jorat + 2 others
0
$0.00
3D numerical model for wave-induced seabed response around breakwater heads
Engineering
Geomechanics and Engineering A

3D numerical model for wave-induced seabed response around breakwater heads

by H.Y. Zhao + 2 others
0
$0.00
Seismic collapse propagation in 6-story RC regular and irregular buildings
Engineering
Earthquakes and Structures

Seismic collapse propagation in 6-story RC regular and irregular buildings

by Somayyeh Karimiyan + 2 others
0
$0.00
3D numerical model for wave-induced seabed response around breakwater heads
Engineering
Geomechanics and Engineering B

3D numerical model for wave-induced seabed response around breakwater heads

by H.Y. Zhao + 2 others
0
$0.00
Winkler Springs (p-y curves) for pile design from stress-strain of soils: FE assessment of scaling coefficients using the Mobilized Strength Design concept
Engineering
Geomechanics and Engineering A

Winkler Springs (p-y curves) for pile design from stress-strain of soils: FE assessment of scaling coefficients using the Mobilized Strength Design concept

by Dj. Amar Bouzid + 1 others
0
$0.00
Assessing the effect of inherent nonlinearities in the analysis and design of a low-rise base isolated steel building
Engineering
Earthquakes and Structures

Assessing the effect of inherent nonlinearities in the analysis and design of a low-rise base isolated steel building

by Varnavas Varnava and Petros Komodromos
0
$0.00
Winkler Springs (p-y curves) for pile design from stress-strain of soils: FE assessment of scaling coefficients using the Mobilized Strength Design concept
Engineering
Geomechanics and Engineering B

Winkler Springs (p-y curves) for pile design from stress-strain of soils: FE assessment of scaling coefficients using the Mobilized Strength Design concept

by Dj. Amar Bouzid + 1 others
0
$0.00
Influence of gradation on shear strength and volume change behavior of silty sands
Engineering
Geomechanics and Engineering A

Influence of gradation on shear strength and volume change behavior of silty sands

by Mehmet Murat Monkul
0
$0.00
Influence of gradation on shear strength and volume change behavior of silty sands
Engineering
Geomechanics and Engineering B

Influence of gradation on shear strength and volume change behavior of silty sands

by Mehmet Murat Monkul
0
$0.00