结构计算软件SAP2000与PKPM的比较.pdf

74 徐丽丽, 鹿宁, 张文江. 结构计算软件 SAP2000与 PKPM 的比较 : 1006 2610( 2010) 05 0074 05 SAP2000 PKPM 徐丽丽,鹿 宁, 张文江 (中国水电顾问集团西北勘测设计研究院, 西安 710065) : SAP2000 PKPM , , 2 :; SAP2000; PKPM : TV31; TP31 : A Com parison of stru cture calculation software SAP2000 to PKPM XU L i- l,i LU N ing, ZHAN W en- jiang (Hydrochina X ibeiEngineering Corporation, CHECC, X ian 710065, China) A b stract: The paper carries out structuralanalysis of the hoist room bent at the sluice tunneloutlet in a certain project by use of the struc tural calculation software SAP2000 and PKPM respectively. Through comparison of the calculated results, the paper describes the advan tages and disadvantages of the two softwares and their difference in structural calculation, and how to adopt suitable sofwt are during struc tural analysis K ey w ords: structural calculation software; SAP2000; PKPM , ,, SAP2000 PKPM PKPM ,, CAD, [ 1] SAP2000 PK , [ 2] [3] PM SATWE , 2 , SAP2000 PKPM , 2. 1 1 1 2. 2 SAP2000 ( CSI) 2. 2. 1 高程 2 222. 80m 层楼面荷 , 2 : 2 kN /m ; : 2 2 1. 3 kN /m ; 2, 3: 8. 5 kN /m ; : L6, 2 1. 7 m : ( 1969- ), , , , , 388. 2 kN /m . 西北水电 2010年