Citation: | Li Qingsong, Huang Zhen, Chen Longzhu. ELASTOPLASTIC ANALYSIS OF KNEE BRACING FRAME[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 85-87. doi: 10.13204/j.gyjz200505022 |
Roeder C W, Popov E P. Eccentrically Braced Steel Frames for Earthquakes. Structural Div ASCE, 1978,104(3) :391 ~ 412;
|
[2] Aristizabal-Ochoa, Dario J. Disposable Knee Bracing: Improvement in Seismic Design of Steel Frames. Structural Engineering, 1986, 112(7):1 544 ~ 1 552;
|
[3] Sam Ming-tuck, Balendra Thambirajah, Liaw Chih-Young. EarthquakeResistant Steel Frames with Energy Dissipating Knee Elements.Engineering Structure, 1995,17 (5): 334 ~ 343;
|
[4] Massood Modid,Peyman Khosravi. Non-Linear Analysis of Disposable Knee Bracing. Computers Structures, 2000 (75): 65 ~ 72;
|
[5] Balendra T, Yu C H, Lee F L. An Economical Structural System for Wind and Earthquake Loads. Engineering Structures, 2001,23: 491 ~ 501;
|
[6] William M S, Blakeborough A, Clement D, et al. Seismic Behaviour of Knee Braced Frames. Proceedings of the Institution of Civil Engineers:Structures and Buildings,2002,152(2):147 ~ 155;
|
[7] 沈祖炎,陈扬骥,陈以一.钢结构基本原理.北京:中国建筑工业出版社,2000.84~89
|