Citation: | Li Guangxing, Cai Jian, Yang Chun, Lin Fan. STUDY ON EQUIVALENT BEAM CALCULATING MODEL OF REINFORCED CONCRETE FLAT SLAB-T-COLUMN STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 54-56. doi: 10.13204/j.gyjz200706014 |
[2] JGJ/T 92-93 无粘结预应力混凝土结构技术规程
|
朱聘儒.双向板无梁楼盖.北京:中国建筑工业出版社,1999
|
[3] 郑文忠,俞伟根,吕志涛.后张预应力混凝土平板-柱结构合理计算模式和方法的研究.工程力学,1995,12(3):39-54
|
[4] 吴强,程文禳.水平力作用下板柱结构等代梁计算宽度的研究.工业建筑,2004,34(3):77-79
|
[5] 李俊兰,吕西林,周德源.地震作用下板柱结构等代框架法计算模型的研究.建筑结构学报,1999,20(1):39-45
|
[6] Hwang S J,Moehle J P.Vertical and Lateral Load Tests of a Nine-Panel Flat-Plate Frame.ACI Structure Journal,2000,97(1):193-203
|
[7] Hwang S J,Moehle J P.Models for Laterally Loaded Slab-Column Frames.ACI Structure Journal,2000,97(2):345-352
|
[8] Banchik C A.Effective Beam Width Coefficients for Equivalent Frame Analysis of Flat-Plate Structures.ME Thesis,University of California at Berkeley,Calif.,1987:56
|