ANALYSIS OF PRESTRESSED CONCRETE WALL SEGMENTS.

被引：0
|
作者：
Koziak, B.D.P.
Murray, D.w.
机构：
来源：
Structural Engineering Report | 1979年 / 78期
关键词：
CONCRETE CONSTRUCTION - Prestressing - MATHEMATICAL MODELS - MATHEMATICAL TECHNIQUES - Iterative Methods - STRUCTURAL ANALYSIS;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
An iterative numerical technique for analyzing the biaxial response of reinforced and prestressed concrete wall segments subject to combinations of prestressing, creep, temperature and live loads is presented. Predictions from both the bilinear and nonlinear model are compared with observations from experimental wall segments tested in tension. Further comparisons are made between the nonlinear analysis using constant membrane force-moment ratios, constant membrane force-curvature ratios, and a nonlinear finite difference analysis of a test containment structure.
引用
收藏
相关论文
共 50 条
12345