OPTIMUM DESIGN OF REINFORCED CONCRETE NORTHLIGHT FOLDED PLATE ROOFS.

被引：0

作者：

Trikha, D.N.

Gupta, A.K.

机构：

来源：

Indian Concrete Journal | 1981年 / 55卷 / 07期

关键词：

CONCRETE CONSTRUCTION - Reinforced Concrete - STRUCTURAL DESIGN - Mathematical Models;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

The paper presents guidelines to select cross-sectional configurations and plate thicknesses for an economical and safe design for north-light folded plate structures in the span range of 15 m to 30 m. For a given span, forty-eight different cross-sections have been analyzed by finite strip method. An optimal design for a given span has been recommended.

引用

页码：190 / 192

共 50 条

[1] DESIGN OF THE REINFORCED CONCRETE FOLDED PLATE ROOFS.
Zahradnik, K.
1972, (49): : 33 - 42
[2] SELECTION OF OPTIMUM GEOMETRICAL PARAMETERS FOR FOLDED PLATE ROOFS.
Singh, R.N.P.
Joshi, A.B.
Indian Concrete Journal, 1984, 58 (05): : 124 - 129
[3] PREFABRICATED STEEL FRAME FOLDED PLATE ROOFS.
Subramanian, N.
Chettiar, C.Ganapathy
Journal of the International Association for Shell and Spatial Structures, 1980, 21-2 (73): : 47 - 53
[4] LIGHT GAUGE STEEL FOLDED PLATE ROOFS.
Davies, J.M.
Structural Engineer, 1976, 54 (05): : 159 - 174
[5] OPTIMUM DESIGN OF TROUGH TYPE FOLDED PLATE ROOFS
LAKSHMY, TK
BHAVIKATTI, SS
COMPUTERS & STRUCTURES, 1995, 57 (01) : 125 - 130
[6] Optimum design of trough type folded plate roofs
Karnataka Regional Engineering Coll, Srinivasnagar, India
Comput Struct, 1 (125-130):
[7] FLEXURAL ANALYSIS OF CONOIDAL SHELLS FOR REINFORCED CONCRETE ROOFS.
Wilby, C.B.
Naqvi, M.M.
1600, (49):
[8] Design of Membrane Roofs.
Schulz, Ulrich
Bautechnik, Ausgabe A, 1977, 54 (07): : 242 - 247
[9] DESIGN FORMULAS FOR STEEL FOLDED PLATE ROOFS
LAWSON, RM
JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1978, 104 (10): : 1647 - 1655
[10] DESIGN AIDS FOR STEEL FRAME FOLDED PLATE ROOFS
SUBRAMANIAN, N
CHETTIAR, CG
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1980, 69 (JUN): : 563 - 563

← 1 2 3 4 5 →