Evaluation of Mean Recurrence Intervals of Wind Effects for Tall Building Design
暂无分享,去创建一个
[1] Dong Hun Yeo,et al. Database-Assisted Design for Wind: Concepts, Software, and Example for High-Rise Reinforced Concrete Structures | NIST , 2010 .
[2] Emil Simiu,et al. High-Rise Reinforced Concrete Structures: Database-Assisted Design for Wind , 2011 .
[3] Seymour M. Spence,et al. High-Rise Database-Assisted Design 1.1 (HR_DAD_1.1): Concepts, Software, and Examples , 2009 .
[4] K. McKee. Book Reviews : Wind Effects On Structures: E. Simiu and R.H. Scanlan John Wiley & Sons, New York, New York 1980, $33.50 , 1981 .
[5] Bruce Ellingwood,et al. Development of a probability based load criterion for American National Standard A58 , 1980 .
[6] Ahsan Kareem,et al. Load Factors for Dynamically Sensitive Structures , 2009 .
[7] Cynthia J Duncan. The 2005 AISC Specification for Structural Steel Buildings: An Introduction , 2005 .
[8] Edward Cohen,et al. Minimum Design Loads for Buildings and Other Structures , 1990 .
[9] N. Null. Minimum Design Loads for Buildings and Other Structures , 2003 .
[10] Emil Simiu,et al. Wind-induced tall building response: a time-domain approach , 2008 .
[11] Mircea Grigoriu,et al. Algorithms for Generating Large Sets of Synthetic Directional Wind Speed Data for Hurricane, Thunderstorm, and Synoptic Winds , 2009 .