Performance of Steel Pipe Pile-to-Concrete Bent Cap Connections Subject to Seismic Or High Transverse Loading, Phase Ii : Final Report 2005
Performance of Steel Pipe Pile-to-Concrete Bent Cap Connections Subject to Seismic Or High Transverse Loading, Phase Ii : Final Report 2005
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steel pipe, filled with concrete 0.25 inch wall (same as In Model PC-2) r --i-h-i-r — i-rr -i-^-<^^ -^ -1-1-1 1 + + 1 1 1 "Trrr"T"i"rr ^^-^" TTn"r"Trrr"T - Tj-^r - T -r n - ^/r\\^ -r -1 -1- - r|-H- - r r 1- --1+ + + --1-1-H-I1 i;}-i-i-H 1 + + ^ 1 1- _ -l-i-|-l -1- -1- -I _l^^iv_^/L -1. _| _| 4-|-|-l i 1- _ J L L J I _l_l_ 1.^^^^ 1 J _l_l L L LI L L i!!i _iiii_„ ^'111 illi 1 Figure 3,9: PC-3 Reinforcing Details 25 3.2 Pile Cap Model 3a (PC-3a) February 2005 Figure 3.10: PC-3 Reinforcing Cage 3.2.4 Pile Cap Model 3a (PC-3a) The decision was made following the third pile cap lest to further increase the area of longitudinal sleel in the pile cap, approximately to the level suggested by the simple calculation described above. This calculation does not address the area of transverse steel required in the cap. Therefore, similar to model PC-3. the decision was made to increase the area of this sleel at least in propoition to the increase in the longitudinal steeL Specifically, the decision was made to place the transverse ties at a spacing approaching the minimum value at which concrete could still be placed in the model.
What to read after Performance of Steel Pipe Pile-to-Concrete Bent Cap Connections Subject to Seismic Or High Transverse Loading, Phase Ii : Final Report 2005?
You can find similar books in the "Read Also" column, or choose other free books by Stephens, Jerry to read online
To quickly assess the difficulty of the text, read a short excerpt:
steel pipe, filled with concrete 0.25 inch wall (same as In Model PC-2) r --i-h-i-r — i-rr -i-^-<^^ -^ -1-1-1 1 + + 1 1 1 "Trrr"T"i"rr ^^-^" TTn"r"Trrr"T - Tj-^r - T -r n - ^/r\\^ -r -1 -1- - r|-H- - r r 1- --1+ + + --1-1-H-I1 i;}-i-i-H 1 + + ^ 1 1- _ -l-i-|-l -1- -1- -I _l^^iv_^/L -1. _| _| 4-|-|-l i 1- _ J L L J I _l_l_ 1.^^^^ 1 J _l_l L L LI L L i!!i _iiii_„ ^'111 illi 1 Figure 3,9: PC-3 Reinforcing Details 25 3.2 Pile Cap Model 3a (PC-3a) February 2005 Figure 3.10: PC-3 Reinforcing Cage 3.2.4 Pile Cap Model 3a (PC-3a) The decision was made following the third pile cap lest to further increase the area of longitudinal sleel in the pile cap, approximately to the level suggested by the simple calculation described above. This calculation does not address the area of transverse steel required in the cap. Therefore, similar to model PC-3. the decision was made to increase the area of this sleel at least in propoition to the increase in the longitudinal steeL Specifically, the decision was made to place the transverse ties at a spacing approaching the minimum value at which concrete could still be placed in the model.
What to read after Performance of Steel Pipe Pile-to-Concrete Bent Cap Connections Subject to Seismic Or High Transverse Loading, Phase Ii : Final Report 2005?
You can find similar books in the "Read Also" column, or choose other free books by Stephens, Jerry to read online
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