DEFLECTIONS OF REINFORCED-CONCRETE BEAMS WITH WEB OPENINGS

被引：0

作者：

MANSUR, MA ^{[1
]}

HUANG, LM ^{[1
]}

TAN, KH ^{[1
]}

LEE, SL ^{[1
]}

机构：

[1] NATL UNIV SINGAPORE,DEPT ENGN,SINGAPORE 0511,SINGAPORE

来源：

ACI STRUCTURAL JOURNAL | 1992年 / 89卷 / 04期

关键词：

BEAMS (SUPPORTS); BENDING; DEFLECTION; OPENINGS; REINFORCED CONCRETE; SERVICEABILITY; SHEAR PROPERTIES; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Describes analysis at service load of reinforced concrete beams that contain large rectangular openings in the webs. In the analytical modeling, the beams are treated as structural members comprising several segments, and an equivalent stiffness has been derived for the segments traversed by the openings The beams are then analyzed by the direct stiffness method. Results from tests of 22 beams available in the literature are compared with the calculated deflections and support reactions under service load. In general a good agreement has been obtained.

引用

页码：391 / 397

页数：7

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