TESTS ON MULTIBAY AND MULTISTOREY INFILLED FRAMES.

被引：0
|
作者：
Liauw, Te.-Chang [1 ]
Lo, Ching-Quei [1 ]
机构：
[1] Univ of Hong Kong, Dep of Civil Engineering, Hong Kong, Univ of Hong Kong, Dep of Civil Engineering, Hong Kong
来源：
Institution of Engineers, Australia, Civil Engineering Transactions | 1985年 / CE27卷 / 02期
关键词：
BUILDINGS - Tall - CONCRETE CONSTRUCTION - Reinforced Concrete - CONCRETE REINFORCEMENTS - STEEL STRUCTURES - STRUCTURAL DESIGN;
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摘要：
An experimental investigation is presented in an attempt to study the factors affecting the stiffness and ultimate load of multibay and multistorey infilled frames. Models of steel frames with reinforced micro-concrete infills having one-bay one-storey, two-bay one-storey and two-bay four-storey were tested under monotonic lateral loading. The effects of the number of bays and storeys, the column size, and presence of infills and shear connectors are examined in terms of stiffness and ultimate load of the models.
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页码：200 / 209
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