1.Introduction and summary
PART Ⅰ GENERAL THEORY
2.Calculation of macroscopic tensors in terms of microscopic quantities
3.Derivation of macroscopic equations of equilibrium from microscopic considerations
4.The macroscopic tensors in terms of the six quantities pαβ and qαβ
5.Equations of equilibrium and compatibility in terms of the six unknowns pαβ and qαβ
6.The equations of equilibrium and compatibility referred to the middle surface in the natural state
PART Ⅱ APPLICATION TO THIN PLATES
7.Classification of all thin plate problems
8.Problems of finite deflection （ q = 0）， Types P1—P3
9.Problems of small deflection （q≥1， p = 1；q = 1， p = 2；q ≥ 1；p ＞ 2q）， Types P4—P8
10.Problems of very small deflection （q ≥ 2， 2q ≥ p ≥ 2）， Types P9 —P11， and problems of zero deflection （q = ∞）， Type P12
PART Ⅱ APPLICATION TO THIN SHELLS
11.Classification of all thin shell problems
12.Problems of thin shells with finite curvature （b = 0）， Types SF1—SF8
13.Problems of thin shells with small curvature （b ≥ 1） ：
Problems effectively equivalent to thin plate problems （q ＜ b），
Types SS1—SS11 Problems of critical deflection （q = b）， Types SS12—SS18
14.Problems of thin shells with small curvature （b ≥ 1）： （continued）
Problems in which the deflection is small compared with the initial
curvature （q ＞ b）， Types SS19—SS27
15.Certain practical applications
（ⅰ） Type SF4： The case of a developable shell
（ⅱ） Type SS12 and the von Karman—Tsien theory of buckling of thin shells
Acknowledgement
Appendices
（ⅰ） Table Ⅰ： Table of the more frequent notations
（ⅱ） Table Ⅱ： Table of the equations of equilibrium and compatibility of thin shell and plate problems
（ⅲ） Table Ⅱ： Table of the external force system and the macroscopic tensors
Bibliography
后记
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