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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Dawn E. Lehman

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

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Wu, Bin / Tan, Qiyang / Shi, Pengfei / Wang, Zhen / Xu, Guoshan / Sun, Jianyun / Lehman, Dawn E. (2021): Substructure Modeling and Loading-Control Techniques for the Test of a Full-Scale Spatial RC Frame with Buckling-Restrained Braces Subjected to Bidirectional Loading. In: Journal of Structural Engineering (ASCE), v. 147, n. 9 (September 2021).
https://doi.org/10.1061/(asce)st.1943-541x.0003094
Elwood, Kenneth J. / Matamoros, Adolfo B. / Wallace, John W. / Lehman, Dawn E. / Heintz, Jon A. / Mitchell, Andrew D. / Moore, Mark A. / Valley, Michael T. / Lowes, Laura N. / Comartin, Craig D. / Moehle, Jack P. (2007): Update to ASCE/SEI 41 Concrete Provisions. In: Earthquake Spectra, v. 23, n. 3 (August 2007).
https://doi.org/10.1193/1.2757714
Marafi, Nasser A. / Ahmed, Kamal A. / Lehman, Dawn E. / Lowes, Laura N. (2019): Variability in Seismic Collapse Probabilities of Solid- and Coupled-Wall Buildings. In: Journal of Structural Engineering (ASCE), v. 145, n. 6 (Juni 2019).
https://doi.org/10.1061/(asce)st.1943-541x.0002311
Yoo, Jung-Han / Roeder, Charles W. / Lehman, Dawn E. (2009): Simulated behavior of multi-story X-braced frames. In: Engineering Structures, v. 31, n. 1 (Januar 2009).
https://doi.org/10.1016/j.engstruct.2008.07.019
Moon, Jiho / Lehman, Dawn E. / Roeder, Charles W. / Lee, Hak-Eun (2013): Strength of Circular Concrete-Filled Tubes with and without Internal Reinforcement under Combined Loading. In: Journal of Structural Engineering (ASCE), v. 139, n. 12 (Dezember 2013).
https://doi.org/10.1061/(asce)st.1943-541x.0000788
Roeder, Charles W. / Lehman, Dawn E. / Bishop, Erik (2010): Strength and Stiffness of Circular Concrete-Filled Tubes. In: Journal of Structural Engineering (ASCE), v. 136, n. 12 (Dezember 2010).
https://doi.org/10.1061/(asce)st.1943-541x.0000263

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