Large-Scale Testing of a Replaceable “Fuse” Steel Coupling Beam von Fortney, Patrick J, Shahrooz, Bahram M, Rassati, Gian A

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Behavior of eccentrically loaded square spiral-confined high-strength concrete-filled steel tube columns von Hu, Hong-Song, Xu, Li, Guo, Zi-Xiong, Shahrooz, Bahram M.

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Crack Opening Behavior of Concrete Reinforced with High Strength Reinforcing Steel von Soltani, Amir, Harries, Kent A., Shahrooz, Bahram M.

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Innovative resilient steel braced frame with Belleville disk and shape memory alloy assemblies von Hadad, Alireza Asgari, Shahrooz, Bahram M., Fortney, Patrick J.

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Revisiting the composite action in axially loaded circular CFST columns through direct measurement of load components von Hu, Hong-Song, Lin, Kang, Shahrooz, Bahram M., Guo, Zi-Xiong

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Normal- and High-Strength Continuously Wound Ties von Gooding, Malory R, Mosier, Elizabeth A, Shahrooz, Bahram M

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Axial Compressive Behavior of Square Spiral-Confined High-Strength Concrete-Filled Steel-Tube Columns von Hu, Hong-Song, Wang, Hao-Zuo, Guo, Zi-Xiong, Shahrooz, Bahram M

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Steel Coupling Beams with a Replaceable Fuse von Shahrooz, Bahram M, Fortney, Patrick J, Harries, Kent A

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Local buckling of steel plates in composite members with tie bars under axial compression von Hu, Hong-Song, Fang, Peng-Peng, Liu, Yang, Guo, Zi-Xiong, Shahrooz, Bahram M.

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Seismic performance of reinforce concrete buildings designed according to codes in Bangladesh, India and U.S von Mostafijur Rahman, Muhammad, Jadhav, Sagar M., Shahrooz, Bahram M.

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Axial Compressive Behavior of Square CFST Columns through Direct Measurement of Load Components von Hu, Hong-Song, Liu, Yang, Zhuo, Bao-Ting, Guo, Zi-Xiong, Shahrooz, Bahram M

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3-D finite element modeling of extended single plate shear connections: Predicting the mode of failure von Suleiman, Mohamed F., Shahrooz, Bahram M., Bill, Herbert L., Fortney, Patrick J., Thornton, William A.

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Seismic Design of Hybrid Coupled Wall Systems: State of the Art von El-Tawil, Sherif, Harries, Kent A, Fortney, Patrick J, Shahrooz, Bahram M, Kurama, Yahya

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Bond Characterization of 17.8-mm (0.7-in.) Diameter Prestressing Strand von Alabdulkarim, Abdullah, Harries, Kent A., Tamayo, Carlos, Shahrooz, Bahram M., Miller, Richard A., Castrodale, Reid W.

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Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands von Tamayo, Carlos A., Shahrooz, Bahram M., Harries, Kent A., Miller, Richard A., Castrodale, Reid W.

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Closure to “Evaluation of Pretensioned Girders with Partial-Strand Debonding” by Mathew W. Bolduc, Avdhesh Gaur, Bahram M. Shahrooz, Kent A. Harries, Richard A. Miller, and Henry G... von Bolduc, Mathew W, Gaur, Avdhesh, Shahrooz, Bahram M, Harries, Kent A, Miller, Richard A, Russell, Henry G

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Flexural Crack Widths in Concrete Girders with High-Strength Reinforcement von Harries, Kent A, Shahrooz, Bahram M, Soltani, Amir

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Evaluation of Pretensioned Girders with Partial-Strand Debonding von Bolduc, Mathew W, Gaur, Avdhesh, Shahrooz, Bahram M, Harries, Kent A, Miller, Richard A, Russell, Henry G

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Load rating of concrete-deck-on-steel-stringer bridges using field-calibrated 2D-grid models von Turer, Ahmet, Shahrooz, Bahram M.

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Flexural Members with High-Strength Reinforcement: Behavior and Code Implications von Shahrooz, Bahram M, Reis, Jonathan M, Wells, Elizabeth L, Miller, Richard A, Harries, Kent A, Russell, Henry G

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