FEPACS1 - FINITE-ELEMENT PROGRAM FOR NON-LINEAR ANALYSIS OF REINFORCED-CONCRETE FRAMED STRUCTURES

被引：1

|

作者：

KRISHNAMOORTHY, CS

PANNEERSELVAM, A

机构：

来源：

COMPUTERS & STRUCTURES | 1978年 / 9卷 / 05期

关键词：

D O I：

10.1016/0045-7949(78)90042-1

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

引用

收藏

页码：451 / 461

页数：11

相关论文

共 50 条

[1] FINITE-ELEMENT ANALYSIS OF TRANSIENT NON-LINEAR RESPONSE OF REINFORCED-CONCRETE STRUCTURES
MIKKOLA, MJ
SINISALO, HS
[J]. INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 1983, 12 (02) : 107 - 122
[2] FINITE-ELEMENT MODEL FOR NONLINEAR ANALYSIS OF REINFORCED-CONCRETE FRAMED STRUCTURES
KRISHNAMOORTHY, CS
PANNEERSELVAM, A
[J]. STRUCTURAL ENGINEER, 1977, 55 (08): : 331 - 338
[3] A FINITE-ELEMENT FOR THE ANALYSIS OF REINFORCED-CONCRETE STRUCTURES
GUPTA, AK
AKBAR, H
[J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1983, 19 (11) : 1705 - 1712
[4] NON-LINEAR FINITE-ELEMENT ANALYSIS OF CONCRETE STRUCTURES
BERGAN, PG
HOLAND, I
[J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1978, 17-8 (FEB) : 443 - 467
[5] FINITE-ELEMENT ANALYSIS OF PRESTRESSED AND REINFORCED-CONCRETE STRUCTURES
ELMEZAINI, N
CITIPITIOGLU, E
[J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1991, 117 (10): : 2851 - 2864
[6] FINITE-ELEMENT ANALYSIS OF REINFORCED-CONCRETE
RAJASEKA.S
[J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1974, 100 (NST9): : 1967 - 1968
[7] FINITE-ELEMENT MODELING OF REINFORCED-CONCRETE STRUCTURES
ZHANG, YG
LU, MW
HWANG, KC
[J]. FINITE ELEMENTS IN ANALYSIS AND DESIGN, 1994, 18 (1-3) : 51 - 58
[8] COMPUTER NON-LINEAR ANALYSIS OF REINFORCED-CONCRETE STRUCTURES
COHN, MZ
ERBATUR, F
BHAT, PD
[J]. JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1983, 80 (01): : 28 - 32
[9] FINITE-ELEMENT ANALYSIS OF REINFORCED-CONCRETE SLABS
MARTIN, KD
TOLBERT, RN
[J]. DEVELOPMENTS IN THEORETICAL AND APPLIED MECHANICS, VOL 14, 1988, 14 : 280 - 287
[10] NON-LINEAR ANALYSIS OF REINFORCED-CONCRETE
ARNESEN, A
SORENSEN, SI
BERGAN, PG
[J]. COMPUTERS & STRUCTURES, 1980, 12 (04) : 571 - 579

← 1 2 3 4 5 →