Year |
Citation |
Score |
2016 |
Paulson C, Rautenberg JM, Graham SK, Darwin D. Defining yield strength for nonprestressed reinforcing steel Aci Structural Journal. 113: 169-178. DOI: 10.14359/51688199 |
0.642 |
|
2014 |
Tavallali H, Lepage A, Rautenberg JM, Pujol S. Concrete beams reinforced with high-strength steel subjected to displacement reversals Aci Structural Journal. 111: 1037-1048. DOI: 10.14359/51686967 |
0.698 |
|
2013 |
Rautenberg JM, Pujol S, Tavallali H, Lepage A. Drift capacity of concrete columns reinforced with high-strength steel Aci Structural Journal. 110: 307-317. DOI: 10.14359/51684410 |
0.708 |
|
2012 |
Lepage A, Tavallali H, Pujol S, Rautenberg JM. High-performance steel bars and fibers as concrete reinforcement for seismic-resistant frames Advances in Civil Engineering. 2012. DOI: 10.1155/2012/450981 |
0.699 |
|
2012 |
Rautenberg JM, Pujol S, Tavallali H, Lepage A. Reconsidering the use of high-strength reinforcement in concrete columns Engineering Structures. 37: 135-142. DOI: 10.1016/J.Engstruct.2011.12.036 |
0.694 |
|
2012 |
Rautenberg JM, Pujol S. Numerical estimates of the seismic response of building structures reinforced with high-strength steel American Concrete Institute, Aci Special Publication. 34-43. |
0.684 |
|
2010 |
Rautenberg JM, Pujol S, Tavallali H, Lepage A. Cyclic response of concrete columns reinforced with high-strength steel 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 3: 2169-2177. |
0.694 |
|
2009 |
Chin JC, Rautenberg JM, Ma CYT, Pujol S, Yau DKY. An experimental low-cost, low-data-rate rapid structural assessment network Ieee Sensors Journal. 9: 1361-1369. DOI: 10.1109/Jsen.2009.2019355 |
0.569 |
|
2008 |
Chin JC, Rautenberg JM, Ma CYT, Pujol S, Yau DKY. A low-cost, low-data-rate rapid structural assessment network: Design, implementation, and experimentation 2008 5th Ieee International Conference On Mobile Ad-Hoc and Sensor Systems, Mass 2008. 173-182. DOI: 10.1109/MAHSS.2008.4660014 |
0.552 |
|
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