D
Dawn E. Lehman
Researcher at University of Washington
Publications - 134
Citations - 3724
Dawn E. Lehman is an academic researcher from University of Washington. The author has contributed to research in topics: Seismic analysis & Earthquake engineering. The author has an hindex of 30, co-authored 127 publications receiving 2875 citations.
Papers
More filters
Journal ArticleDOI
Update to ASCE/SEI 41 Concrete Provisions
Kenneth J. Elwood,Adolfo Matamoros,John W. Wallace,Dawn E. Lehman,Jon A. Heintz,Andrew D. Mitchell,Mark A. Moore,Michael Valley,Laura N. Lowes,Craig D. Comartin,Jack P. Moehle +10 more
TL;DR: In this article, a supplement to the ASCE/SEI 41 Seismic Rehabilitation of Existing Buildings has been developed for the purpose of updating provisions related to existing reinforced concrete buildings.
Journal ArticleDOI
Improved Seismic Performance of Gusset Plate Connections
TL;DR: In this article, a balanced gusset plate design approach is proposed in which the yield mechanisms of the brace are balanced with the yield mechanism of the connection and the failure modes of the system to achieve a target yielding hierarchy and suppress unwanted failure modes.
Journal ArticleDOI
Improved analytical model for special concentrically braced frames
TL;DR: In this paper, the authors developed a modeling approach for SCBFs to more accurately predict their seismic performance, using beam-column elements for the brace, beams and columns and these elements include nonlinear geometric effects to simulate brace buckling.
Journal ArticleDOI
Strength and Stiffness of Circular Concrete-Filled Tubes
TL;DR: In this paper, the authors used the plastic stress method to predict the stiffness and resistance of CFT components under combined axial and flexural loading and determined the best models for predicting the stiffness.
Journal ArticleDOI
A balanced design procedure for special concentrically braced frame connections
TL;DR: In this article, a balanced design procedure was proposed to improve the seismic response of a special CBF by balancing the primary yield mechanism, brace buckling and yielding, with other, complementary ductile yielding mechanisms, such as gusset plate yielding.