Uplift Capacity of K-Series Open Web Steel Joist Seats

2004 ◽  
Author(s):  
Perry S. Green ◽  
Thomas Sputo
Keyword(s):  
Uplift Capacity ◽  
Open Web Steel Joist

scholarly journals Uplift Capacity of Rigid Steel Pile Groups in Clay

1985 ◽  
Vol 25 (4) ◽  
pp. 117-122 ◽  
Author(s):  
Braja M. Das ◽  
Mohammad Farooq Azim
Keyword(s):  
Uplift Capacity ◽  
Pile Groups

Undrained uplift capacity of deeply embedded strip anchors in non-uniform soil

2015 ◽  
Vol 70 ◽  
pp. 41-49 ◽  
Author(s):  
S.B. Yu ◽  
J.P. Hambleton ◽  
S.W. Sloan
Keyword(s):  
Uplift Capacity

Uplift Capacity and Impact Resistance of Roof Tiles

2011 ◽  
Vol 16 (3) ◽  
pp. 121-129 ◽  
Author(s):  
Caesar Abi Shdid ◽  
Amir Mirmiran ◽  
Ton-Lo Wang ◽  
Diego Jimenez ◽  
Peng Huang
Keyword(s):  
Impact Resistance ◽  
Uplift Capacity

Uplift Capacity of Single Pile Embedded in Partially Submerged Sand

2018 ◽  
Vol 22 (12) ◽  
pp. 4882-4890 ◽  
Author(s):  
A. Basha ◽  
W. R. Azzam
Keyword(s):  
Single Pile ◽  
Uplift Capacity

Seismic uplift capacity of inclined strip anchors

2005 ◽  
Vol 42 (1) ◽  
pp. 263-271 ◽  
Author(s):  
Deepankar Choudhury ◽  
K S Subba Rao
Keyword(s):  
Limit Equilibrium ◽  
Ground Surface ◽  
Failure Surface ◽  
Friction Angle ◽  
Uplift Capacity ◽  
Principle Of Superposition ◽  
Seismic Acceleration ◽  
Acceleration Coefficient ◽  
Angle Of Internal Friction ◽  
Seismic Forces

Uplift capacities of inclined strip anchors in soil with a horizontal ground surface are obtained under seismic conditions. Limit equilibrium approaches with a logarithm-spiral failure surface and pseudostatic seismic forces are adopted in the analysis. The results are presented in the form of seismic uplift capacity factors as functions of anchor inclination, embedment ratio, angle of internal friction of the soil, and horizontal and vertical seismic acceleration coefficients. The uplift capacity factors are worked out separately for cohesion, surcharge, and density components. Use of the principle of superposition for calculating anchor uplift capacity is validated. The vertical seismic acceleration coefficient always reduces the uplift capacity, whereas the horizontal seismic acceleration coefficient reduces the uplift capacity in most cases. The roles of anchor embedment ratio, soil friction angle, and anchor inclination in determination of the seismic uplift capacity are also discussed. Comparisons of the proposed method with available theories in the seismic case are also presented. The present study gives the minimum seismic uplift capacity factors compared with the existing theory.Key words: seismic uplift capacity factors, inclined strip anchors, limit equilibrium, pseudostatic, c–ϕ soil.

scholarly journals Time-dependent uplift capacity of driven piles in low to medium density chalk

2017 ◽  
Vol 7 (1) ◽  
pp. 90-96 ◽  
Author(s):  
F. Ciavaglia ◽  
J. Carey ◽  
A. Diambra
Keyword(s):  
Time Dependent ◽  
Medium Density ◽  
Uplift Capacity ◽  
Driven Piles

Plugging effect on uplift capacity of pipe-piles installed in loose sand

2013 ◽  
pp. 801-806 ◽  
Author(s):  
R Reis ◽  
F Saboya ◽  
D Neves ◽  
S Tibana ◽  
A Manhães ◽  
...  
Keyword(s):  
Loose Sand ◽  
Uplift Capacity
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