Limitation analysis for spherical shell of reinforced concrete based on the twin shear stress yield criterion

被引：0

作者：

Department of Engineering Mechanics, University of Science and Technology of Suzhou, Suzhou 215011, China ^{[1
]}

机构：

来源：

Yingyong Lixue Xuebao | 2008年 / 1卷 / 142-145期

关键词：

D O I：

暂无

中图分类号：

学科分类号：

摘要：

引用

共 50 条

[21] TWIN SHEAR STRESS CRITERION OF PLASTIC DEFORMATION IN METALS
俞茂鋐
何丽南
A Monthly Journal of Science, 1983, (08) : 1141 - 1141
[22] Limitation of Shear Crack Width in Reinforced Concrete Construction.
Rehm, G.
Eligehausen, R.
Mallee, R.
Betonwerk und Fertigteil-Technik/Concrete Precasting Plant and Technology, 1983, 49 (06): : 369 - 379
[23] A novel shell element for nonlinear pushover analysis of reinforced concrete shear walls
Valoroso, Nunziante
Marmo, Francesco
Sessa, Salvatore
BULLETIN OF EARTHQUAKE ENGINEERING, 2015, 13 (08) : 2367 - 2388
[24] A novel shell element for nonlinear pushover analysis of reinforced concrete shear walls
Nunziante Valoroso
Francesco Marmo
Salvatore Sessa
Bulletin of Earthquake Engineering, 2015, 13 : 2367 - 2388
[25] A NEW APPROACH TO YIELD CRITERION FOR ISOTROPICALLY REINFORCED CONCRETE SLABS
PRINCE, MR
KEMP, KO
MAGAZINE OF CONCRETE RESEARCH, 1968, 20 (62) : 13 - &
[26] GENERAL YIELD CRITERION FOR REINFORCED-CONCRETE SLAB ELEMENTS
RAJENDRAN, S
MORLEY, CT
MAGAZINE OF CONCRETE RESEARCH, 1974, 26 (89) : 212 - 220
[27] PARTIAL KINKING YIELD CRITERION FOR REINFORCED-CONCRETE SLABS
MILLS, GM
MAGAZINE OF CONCRETE RESEARCH, 1975, 27 (90) : 13 - 22
[28] Nonlinear Analysis of Reinforced Concrete Shear Walls Using Nonlinear Layered Shell Approach
Vatanshenas, Ali
NORDIC CONCRETE RESEARCH, 2021, 65 (02): : 63 - 79
[29] Shear behaviour of reinforced palm kernel shell concrete beams
Alengaram, U. Johnson
Jumaat, Mohd Z.
Mahmud, Hilmi
Fayyadh, Moatasem M.
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (06) : 2918 - 2927
[30] Average shear stress yield criterion and its application to plastic collapse analysis of pipelines
Zhu, Xian-Kui
Leis, Brian N.
INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2006, 83 (09) : 663 - 671

← 1 2 3 4 5 →