Shear Strength of Exterior and Corner Beam-Column Joints without Transverse Reinforcement

被引：31

作者：

Hassan, Wael M. ^{[1
]}

Moehle, Jack P. ^{[2
]}

机构：

[1] Univ Alaska Anchorage, Struct Engn, Anchorage, AK 99508 USA

[2] Univ Calif Berkeley, Struct Engn, Berkeley, CA 94720 USA

来源：

ACI STRUCTURAL JOURNAL | 2018年 / 115卷 / 06期

基金：

美国国家科学基金会;

关键词：

beam-column; existing buildings; joints; nonductile; seismic; shear strength; strength model; strut and tie; transverse reinforcement; ANALYTICAL-MODEL; DESIGN;

D O I：

10.14359/51702416

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Exterior and corner beam-column joints without transverse reinforcement can be vulnerable to shear failure under earthquake loading. A database of past tests on such joints is presented, emphasizing joints that failed in shear prior to yielding of the framing members. Trends in the behavior are observed. Available shear-strength models are evaluated. Two new shear-strength models are introduced: one based on strut-and-tie modeling and another based on an empirical study of critical parameters. The new models show good correlations with test results.

引用

页码：1719 / 1727

页数：9

共 41 条

[1]

[Anonymous], THESIS

[2]

[Anonymous], 2002, 352 JOINT ACIASCE

[3]

[Anonymous], 2020, SEOUL METROPOLITAN O

[4]

[Anonymous], 2013, 4113 ASCESEI

[5]

[Anonymous], 2014, ACI 318 14

[6]

[Anonymous], 2005, THESIS HONG KONG U S

[7]

[Anonymous], 2011, 369 ACI

[8] Experimental investigation of FRP-strengthened RC beam-column joints [J].

Antonopoulos, CP ;

Triantafillou, TC .

JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2003, 7 (01) :39-49

[9] A new design equation for predicting the joint shear strength of monotonically loaded exterior beam-column joints [J].

Bakir, PG ;

Boduroglu, HM .

ENGINEERING STRUCTURES, 2002, 24 (08) :1105-1117

[10]

Bullman P.J., 1997, STRUCT ENG, V75, P53

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