Lateral Load Response of Flat‐Plate Frame

1985 ◽  
Vol 111 (10) ◽  
pp. 2149-2164 ◽  
Author(s):  
Jack P. Moehle ◽  
John W. Diebold
Keyword(s):  
Flat Plate ◽  
Lateral Load ◽  
Load Response

Gravity and Lateral Load-Carrying Capacities of Reinforced Concrete Flat Plate Systems

2014 ◽  
Vol 111 (4) ◽  
Author(s):  
Changsoon Rha ◽  
Thomas H.-K. Kang ◽  
Myoungsu Shin ◽  
Jeong Bae Yoon
Keyword(s):  
Reinforced Concrete ◽  
Flat Plate ◽  
Lateral Load ◽  
Load Carrying

scholarly journals EVALUATION OF POST TENSIONED SLAB AND ITS CONTRAST WITH TRADITIONAL RCC SLAB: REVIEW

2021 ◽  
Vol 6 (1) ◽  
Author(s):  
Siddiqui Furkhan Ahmed
Keyword(s):  
Flat Plate ◽  
High Strength ◽  
Lateral Load ◽  
Concrete Slabs ◽  
Dead Load ◽  
The Past ◽  
Behavioural Characteristics ◽  
Live Loads ◽  
Post Tensioning ◽  
Post Tension

Post-tensioning is a technique for reinforcing concrete slabs with high-strength tendons. Tendons retain much more concrete in compression. Posttension floors are capable of bearing almost every dead load due to their tensioned tendons, which aid to perform live loads acts on slabs & make them stronger than traditional slabs. For commercial and residential floors, PT slabs are suggested for comparatively limited depths, less heavy weights and free floor elevation. The research on the R.C.C and PT slab has been reviewed, with an integrative impact with the lateral load. The primary aim of this, is to review the reaction and behavioural characteristics of the post-tension flat plate during an earthquake and to contrast it with the traditional slab. For this purpose, the past papers related to the PT slab were studied and a successful conclusion has been made.

Analytical and Experimental Lateral-Load Response of Self-Centering Posttensioned CLT Walls

2017 ◽  
Vol 143 (6) ◽  
pp. 04017019 ◽  
Author(s):  
Tugce Akbas ◽  
Richard Sause ◽  
James M. Ricles ◽  
Ryan Ganey ◽  
Jeffrey Berman ◽  
...  
Keyword(s):  
Lateral Load ◽  
Load Response

Prediction of Lateral Load Response for a Pile Group

1997 ◽  
Vol 1569 (1) ◽  
pp. 36-46 ◽  
Author(s):  
Pedro F. Ruesta ◽  
F. C. Townsend
Keyword(s):  
Test Group ◽  
Pile Group ◽  
Lateral Load ◽  
Load Test ◽  
Pressuremeter Test ◽  
In Situ Test ◽  
Concrete Piles ◽  
Load Response ◽  
Pile Load Test

A full-scale lateral load test of a pile group consisting of 16 (4 by 4) prestressed 76-cm-square concrete piles was conducted at Roosevelt Bridge, Stuart, Florida, during the summer of 1996. Presented are ( a) in situ test results, ( b) various p-y curves from these tests, and ( c) comparisons of various computer predictions (FLPIER, GROUP, and PIGR3D) using p-y curves tempered with results from a single-pile load test. From these comparisons, the best Class A prediction is made for the 16-pile group using FLPIER with nonlinear pile properties; p-y multipliers of 0.8, 0.4, 0.3, and 0.3 for the leading, middle, and trailing two rows, respectively; and dilatometer test—pressuremeter test p-y curves. This prediction suggests that an average load per pile of 280 kN will produce a deflection of 0.1 m (63 kips/pile at a deflection of 3.9 in.) for the test group.

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