scholarly journals Lateral force-displacement response of buried pipes in slopes

Géotechnique ◽  
2021 ◽  
pp. 1-27
Author(s):  
Mohammad Katebi ◽  
Dharma Wijewickreme ◽  
Pooneh Maghoul ◽  
Kshama Roy
Keyword(s):  
Lateral Force ◽  
Buried Pipes ◽  
Displacement Response ◽  
Force Displacement

Lateral force-displacement response of rat-trap bonded masonry

2021 ◽  
pp. 103795
Author(s):  
Sami ullah ◽  
Mohammad Ashraf ◽  
Muhammad Fahim ◽  
Muhammad Haris ◽  
Eid Badshah
Keyword(s):  
Lateral Force ◽  
Displacement Response ◽  
Force Displacement

Lateral Force‐Displacement Response of Buried Pipe

1985 ◽  
Vol 111 (9) ◽  
pp. 1077-1092 ◽  
Author(s):  
Charles H. Trautmann ◽  
Thomas D. O'Rourke
Keyword(s):  
Lateral Force ◽  
Buried Pipe ◽  
Displacement Response ◽  
Force Displacement

Seismic assessment of reinforced concrete columns with short lap splices

2021 ◽  
pp. 875529302199483
Author(s):  
Eyitayo A Opabola ◽  
Kenneth J Elwood
Keyword(s):  
Reinforced Concrete ◽  
Failure Mode ◽  
Failure Modes ◽  
Concrete Columns ◽  
Seismic Assessment ◽  
Rc Columns ◽  
Lap Splices ◽  
Displacement Response ◽  
Force Displacement ◽  
Probable Failure

Existing reinforced concrete (RC) columns with short splices in older-type frame structures are prone to either a shear or bond mechanism. Experimental results have shown that the force–displacement response of columns exhibiting these failure modes are different from flexure-critical columns and typically have lower deformation capacity. This article presents a failure mode-based approach for seismic assessment of RC columns with short splices. In this approach, first, the probable failure mode of the component is evaluated. Subsequently, based on the failure mode, the force–displacement response of the component can be predicted. In this article, recommendations are proposed for evaluating the probable failure mode, elastic rotation, drift at lateral failure, and drift at axial failure for columns with short splices experiencing shear, flexure, or bond failures.

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