Behavior of anchor groups installed in cracked concrete under simulated seismic actions

P. Mahrenholtz, R. Eligehausen (2010). "Behavior of anchor groups installed in cracked concrete under simulated seismic actions." In Proceedings of FraMCoS 7, Jeju, South Korea.

P. Mahrenholtz, R. Eligehausen. "Behavior of anchor groups installed in cracked concrete under simulated seismic actions." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

P. Mahrenholtz, R. Eligehausen, "Behavior of anchor groups installed in cracked concrete under simulated seismic actions," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{p-mahrenholtz2010,
  title     = {Behavior of anchor groups installed in cracked concrete under simulated seismic actions},
  author    = {P. Mahrenholtz, R. Eligehausen},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Behavior of anchor groups installed in cracked concrete under simulated seismic actions
AU  - P. Mahrenholtz
AU  - R. Eligehausen
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Behavior_of_anchor_groups_installed_in_cracked_concrete_under_simulated_seismic.pdf
AB  - For anchor group design, some or all of the anchors have to be assumed to be located in cracks. If installed in seismically active regions, the cracks open and close due to the cyclic response of the reinforced concrete structure to the earthquake. Due to the different stiffness of the individual anchors and the rotation- restraint of the base plate, a re-distribution of the anchor forces in the group can take place. Further, the total displacement is reduced if compared to a single anchor located in a crack. This paper presents the results of experimental and numerical investigations carried out…
ER  -