Design of seismic retrofit measures for concrete and masonry structures

被引：125

作者：

Priestley, MJN ^{[1
]}

Seible, F ^{[1
]}

机构：

[1] UNIV CALIF SAN DIEGO,DEPT APPL MECH & ENGN SCI,LA JOLLA,CA 92093

来源：

CONSTRUCTION AND BUILDING MATERIALS | 1995年 / 9卷 / 06期

基金：

美国国家科学基金会;

关键词：

columns; repair; retrofit;

D O I：

10.1016/0950-0618(95)00049-6

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The concept of seismic retrofit of older concrete and masonry structures possessing substandard seismic resistance using jackets or skins of composite fibres bonded with a polymer matrix to the surface is discussed. Results from extensive experimental research are presented to support sim pie design models enabling retrofit measures to be designed for enhanced shear strength, flexural ductility or lap-slice performance.

引用

页码：365 / 377

页数：13

共 10 条

[1]

BUCKLE, 1990, BRIDGES EARTHQUAKE S, V6, P151

[2]

Chai Y. H., 1991, ACI STRUCT J, V88

[3]

Fung G.G., 1971, FIELD INVESTIGATION

[4] OBSERVED STRESS-STRAIN BEHAVIOR OF CONFINED CONCRETE [J].

MANDER, JB ;

PRIESTLEY, MJN ;

PARK, R .

JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1988, 114 (08) :1827-1849

[5] SEISMIC SHEAR-STRENGTH OF REINFORCED-CONCRETE COLUMNS [J].

PRIESTLEY, MJN ;

VERMA, R ;

XIAO, Y .

JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1994, 120 (08) :2310-2327

[6]

PRIESTLEY MJN, 1994, ACI STRUCT J, V91, P394

[7]

PRIESTLEY MJN, 1992, SSRP9201 U CAL

[8]

Priestley MJN, 1994, SSRP9406 U CAL

[9]

SEIBLE F, 1994, SSRP9401 U CAL

[10]

WEEKS J, 1994, SSRP9405 U CAL

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