LIMIT DESIGN OF COLUMNS

被引：8

|

作者：

PARIS, PC

机构：

来源：

JOURNAL OF THE AERONAUTICAL SCIENCES | 1954年 / 21卷 / 01期

关键词：

D O I：

10.2514/8.2909

中图分类号：

V [航空、航天];

学科分类号：

08 ; 0825 ;

摘要：

引用

收藏

页码：43 / 49

页数：7

相关论文

共 50 条

[1] LIMIT STATES DESIGN OF HSS COLUMNS.
Bjorhovde, Reidar
Birkemoe, Peter C.
Canadian journal of civil engineering, 1979, 6 (02) : 276 - 291
[2] LIMIT STATES DESIGN OF HSS COLUMNS - DISCUSSION
DUMONTEIL, P
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1980, 7 (01) : 205 - 206
[3] LIMIT STATES DESIGN OF CONCRETE SLENDER COLUMNS
MIRZA, SA
MACGREGOR, JG
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1987, 14 (04) : 439 - 446
[4] LIMIT STATES DESIGN OF HSS COLUMNS - REPLY
BJORHOVDE, R
BIRKEMOE, PC
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1980, 7 (01) : 207 - 208
[5] LIMIT STATES DESIGN OF STEEL BEAM-COLUMNS.
Chen, W.F.
Cheong-Siat-Moy, F.
SM archives, 1980, 5 (01): : 29 - 73
[6] LIMIT STATE DESIGN RULES FOR STEEL BEAM-COLUMNS.
Bridge, R.Q.
Trahair, N.S.
Steel Construction (Sydney, Australia), 1987, 21 (02):
[7] Limit state design of steel columns reinforced with welded steel plates
Bhowmick, Anjan K.
Grondin, Gilbert Y.
ENGINEERING STRUCTURES, 2016, 114 : 48 - 60
[8] LIMIT STATES DESIGN OF BEAM-COLUMNS - THE CANADIAN APPROACH AND SOME COMPARISONS
KENNEDY, DJL
PICARD, A
BEAULIEU, D
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1993, 25 (1-2) : 141 - 164
[9] CALIBRATION OF THE PROPOSED LIMIT STATES DESIGN RULES FOR STEEL BEAMS AND COLUMNS.
Pham, Lam
Bridge, Russell Q.
Bradford, Mark A.
Civil engineering transactions, 1986, CE28 (03): : 268 - 274
[10] STRESS LIMIT OF PACKED COLUMNS
HELLEMAN.G
CHEMIE INGENIEUR TECHNIK, 1969, 41 (07) : 479 - &

← 1 2 3 4 5 →