SERVICEABILITY LIMIT STATE ANALYSIS OF CRACKED, PARTIALLY PRESTRESSED, OR REINFORCED-CONCRETE SECTIONS UNDER SYMMETRICAL BENDING

被引：0

|

作者：

BRONDUMNIELSEN, T

机构：

来源：

JOURNAL OF THE AMERICAN CONCRETE INSTITUTE | 1986年 / 83卷 / 04期

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

收藏

页码：547 / 552

页数：6

相关论文

共 50 条

[31] Analysis of cracked prestressed concrete sections: a practical approach
BERGER/ABAM Engineers Inc, Federal Way, United States
PCI J, 4 (80-91):
[32] Analysis of cracked prestressed concrete sections: A practical approach
Thompson, PJ
PCI JOURNAL, 1999, 44 (01): : 96 - 97
[33] Analysis of cracked prestressed concrete sections: A practical approach
Mast, RF
PCI JOURNAL, 1998, 43 (04): : 80 - +
[34] DESIGN AIDS FOR RECTANGULAR REINFORCED-CONCRETE SECTIONS UNDER COMBINED BENDING AND AXIAL FORCES
RIVA, P
COHN, MZ
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1988, 15 (05) : 916 - 928
[35] ULTIMATE MOMENT OF RESISTANCE OF UNBONDED PARTIALLY PRESTRESSED REINFORCED-CONCRETE BEAMS
TAM, A
PANNELL, FN
MAGAZINE OF CONCRETE RESEARCH, 1976, 28 (97) : 203 - 208
[36] NONLINEAR-ANALYSIS OF CRACKED REINFORCED-CONCRETE - CLOSURE
HSU, HT
SCHNOBRICH, WC
ACI STRUCTURAL JOURNAL, 1991, 88 (01) : 124 - 125
[37] ULTIMATE LOAD ANALYSIS OF REINFORCED-CONCRETE SECTIONS CURVED IN ELEVATION SUBJECTED TO PURE BENDING
KRISHNAS.KT
KULKARNI, AB
GHARPURE, SV
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS, 1972, 51 (NFEB): : 381 - &
[38] UNIFIED DESIGN RECOMMENDATIONS FOR REINFORCED, PRESTRESSED, AND PARTIALLY PRESTRESSED CONCRETE BENDING AND COMPRESSION MEMBERS
NAAMAN, AE
ACI STRUCTURAL JOURNAL, 1992, 89 (02) : 200 - 210
[39] ANALYSIS OF CORRODED REINFORCED-CONCRETE SECTIONS FOR REPAIR
YUAN, YS
MAROSSZEKY, M
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1991, 117 (07): : 2018 - 2034
[40] Fuzzy Analysis of Serviceability Limit State of Slender Steel Beam under Bending
Kala, Zdenek
Vales, Jan
PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2014 (ICNAAM-2014), 2015, 1648

← 1 2 3 4 5 →