考虑正常螺栓连接滑移的支撑框架结构性能

Q2 Engineering

Journal of Structural and Construction Engineering Pub Date : 2023-11-01 DOI:10.3130/aijs.88.1581

Keisuke HIRAMOTO, Miku KUROSAWA, Nobuhiko TATSUMI, Shoichi KISHIKI, Takashi HASEGAWA

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引用次数: 0

摘要

对于檐高不超过9米、梁跨不超过13米的钢框架建筑，允许用螺栓连接连接主要结构构件。本文通过对全尺寸支撑框架的静载试验和地震反应分析，阐述了螺栓连接滑移对框架层间漂移角的影响。试验结果证实，可以根据螺栓孔间隙来评估层间漂移角的增加量。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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STRUCTURAL BEHAVIOR OF BRACED FRAME WITH SLIP OF NORMAL BOLT JOINTS

For steel framed buildings with an eave height of 9m or less and beam span of 13m or less, bolt joints are permitted to connect the main structural members. This paper describes the effect of slip in bolt joint on the story drift angle of the frame, based on static loading tests and seismic response analysis of full-scale braced frames. Experimental results confirmed that the amount of increase in story drift angle can be evaluated according to the clearance of the bolt hole.

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来源期刊

Journal of Structural and Construction Engineering Engineering-Architecture

CiteScore

0.80

自引率

0.00%

发文量

104

审稿时长

24 weeks

期刊介绍： The Architectural Institute of Japan’s Journal of Structural and Construction Engineering aim to pursue theories for building and maintaining pieces of architecture as well as the cities or areas surrounding them, and to accumulate and systematize the knowledge needed to put those theories into practice. The Journal of Structural and Construction Engineering focuses on research results in the specific fields of “building materials and construction” and “structures.” Accordingly, it compiles articles in the following areas, disseminates relevant information, and hosts discussions: ・Concrete, steel, and inorganic materials ・Timber and organic materials ・Finishing materials ・Construction and quality management ・Applied mechanics ・Loads and reliability on structures ・Building foundations ・Timber structures ・Steel structures ・Reinforced concrete structures ・Shell and spatial structures ・Engineering seismology and structural dynamics ・Other composite structures