1,721,174 research outputs found
Timothy J. Sullivan Speech, 11 September 2001
No full textSpeech given by College of William and Mary President Timothy J. Sullivan at a candlelight vigil held at the Wren Building on September 11, 2001.Found In: UA 2.18, Office of the President. Timothy J. Sullivan, 1992-200
Timothy J. Sullivan (1985-1992)
No full textTimothy J. Sullivan was the Dean of the College of William & Mary Law School from 1985 to 1992.
More information about Timothy Sullivan is available here.https://scholarship.law.wm.edu/deanphotos/1006/thumbnail.jp
Timothy J. Sullivan (1985-1992)
No full textTimothy J. Sullivan was the Dean of the College of William & Mary Law School from 1985 to 1992.
More information about Timothy Sullivan is available here.https://scholarship.law.wm.edu/deanphotos/1006/thumbnail.jp
Dedication of the Timothy J. Sullivan Classroom
No full textMichael R. Borasky \u2775, former Dean and W&M President Timothy J. Sullivan, Evan E. Adair \u2775, and Dean Reveley with the plaque commemorating the naming of The Class of 1975 Sullivan Classroom.https://scholarship.law.wm.edu/photos2001_2020/1004/thumbnail.jp
President's Office File for Richard Bland College Presidential Search 1996
No full textSome confidential records included in the folder "Richard Bland College Presidential Search 1996" were not digitized.Contains correspondence and records from the Office of the President regarding the search for the replacement of the president of Richard Bland College in 1996. This PDF was digitized from the records of the College of William and Mary Office of the President in the Special Collections Research Center in Swem Library on 17 February 2011. From the College of William and Mary Office of the President, Timothy J. Sullivan Records (UA 2.18), Acc. 1998.24, Box 13: Richard Bland College Presidential Search 1996
An Interview with Timothy J. Sullivan
No full textIf you know from whence we came, let\u27s just say from 1920, to where we are today, it\u27s an extraordinary story. -- Tim Sullivan.
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The interview of Timothy J. Sullivan, Dean Emeritus of William & Mary Law School and President Emeritus of the College of William & Mary in Virginia, occurred on Tuesday, March 28, 2023, from approximately 2:00 P.M. to 3:00 P.M. in the Media Center of Swem Library. The interview concerned Timothy Sullivan’s tenure at the law school, beginning with his time as a member of the faculty in the early 1970s and continuing to the conclusion of his time as dean of from 1985 to 1992.https://scholarship.law.wm.edu/oralhist_all/1000/thumbnail.jp
An Interview with Timothy J. Sullivan
Full text linkIf you know from whence we came, let\u27s just say from 1920, to where we are today, it\u27s an extraordinary story. -- Tim Sullivan.
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The interview of Timothy J. Sullivan, Dean Emeritus of William & Mary Law School and President Emeritus of the College of William & Mary in Virginia, occurred on Tuesday, March 28, 2023, from approximately 2:00 P.M. to 3:00 P.M. in the Media Center of Swem Library. The interview concerned Timothy Sullivan’s tenure at the law school, beginning with his time as a member of the faculty in the early 1970s and continuing to the conclusion of his time as dean of from 1985 to 1992.https://scholarship.law.wm.edu/oralhist_all/1000/thumbnail.jp
sj-pdf-1-spr-10.1177_02654075221078295 – Supplemental Material for Inventory of dating stress: Initial psychometric evaluation and construct validity
No full textSupplemental Material, sj-pdf-1-spr-10.1177_02654075221078295 for Inventory of dating stress: Initial psychometric evaluation and construct validity by Timothy J. Sullivan, Joanne Davila in Journal of Social and Personal Relationships</p
Simplified Pushover Analysis of Moment Resisting Frame Structures
Full text linkSeismic assessment of a building will typically require consideration of its nonlinear force–displacement response. Such information can be estimated from pushover analysis, also referred to as nonlinear static analysis, in which the structure is analyzed for incrementally increasing lateral loads and the nonlinear structural behavior is accounted for during the analysis by updating the stiffness matrix at each load increment. A number of computer programs are now available to permit the application of pushover analysis in practice. However, it is argued that there is a need for simplified pushover analysis methods to permit independent checks of computer outputs and also to inform engineers of the key characteristics of the structural system being assessed. This work builds on previous contributions in the literature to provide a simplified pushover analysis approach for reinforced concrete (RC) frame structures. A novel procedure for the assessment of the displacement profile of RC frames is provided, with guidelines to account for different types of yielding mechanisms. By comparing force–displacement response predictions with those obtained from rigorous nonlinear static analyses for a range of frame configurations and mechanisms, it is shown that the proposed approach offers an effective means of undertaking simplified pushover analysis
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