Modeling Knee-Brace Fastener Slippage in Post-Frame Buildings with Diaphragm-Action Design

IF 0.8 4区 农林科学 Q4 AGRICULTURAL ENGINEERING
Dimitry Reznik, Kifle G. Gebremedhin
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引用次数: 0

Abstract

Highlights Effects of knee braces, with and without fastener slippage, on a post-frame structure with diaphragm-action design. Modeling techniques of knee braces with fastener slippage. Effects of fastener slippage on a primary frame with knee braces. Knee brace may have an undesired (negative) effect on posts and roof trusses. Abstract. Knee braces should not be an add on after the post-frame building is designed because they do affect the behavior of the structure. It is recommended that the building designer first check the need for knee bracing when diaphragm action is included in the design. Knee braces may benefit buildings with certain geometrical configurations and loading conditions where diaphragm action alone is not enough. Modeling knee bracing within a post-frame building is complex. The complexity extends to the roof-truss design because the truss design must include the knee brace reaction forces. The building designer is responsible for reviewing truss drawings to verify that knee brace loads are applied correctly, and that correct governing load combinations are applied. In this study, a structural analog that includes knee braces, with and without slippage, was developed to model the effects of knee braces on designs of post-frame buildings with diaphragm action. In the five buildings analyzed in this study, use of knee braces produced inconsistent results. Knee braces may increase or decrease horizontal eave deflection, load demand on the diaphragm and endwalls, load demand on the foundation, and stress unity in the posts. In all buildings with knee braces, posts were subjected to additional bending stresses under gravity loads. This behavior was more pronounced in buildings with long truss spans. Knee braces should not be specified in the design documents unless their effects on the building are considered by structural analysis. Keywords: Diaphragm action, Knee braces, Modeling connection slippage, Post-frame buildings.
基于横隔板设计的框架后建筑膝撑扣件滑移建模
强调膝关节支架的影响,有和没有扣件滑动,在后框架结构与隔膜行动设计。带扣件滑移的膝关节支架建模技术。带膝关节支架的初级框架中紧固件滑移的影响。护膝可能对柱子和屋架产生不良影响。摘要膝撑不应该是后框架建筑设计后添加的,因为它们确实影响结构的行为。当设计中包含隔膜作用时,建议建筑设计师首先检查是否需要膝盖支撑。膝撑可能有利于具有特定几何结构和荷载条件的建筑物,在这些条件下,仅靠隔膜的作用是不够的。在后框架建筑中建模膝盖支撑是复杂的。这种复杂性延伸到屋架设计,因为屋架设计必须包括膝撑反力。建筑设计师负责审查桁架图,以验证膝盖支撑载荷的正确应用,以及正确的控制载荷组合。在这项研究中,一个结构模拟,包括膝支撑,有和没有滑移,被开发来模拟膝支撑对具有隔膜作用的框架后建筑设计的影响。在本研究分析的五座建筑物中,使用膝关节支架产生了不一致的结果。膝撑可以增加或减少水平屋檐挠度、连续墙和端墙荷载需求、基础荷载需求和桩内应力统一。在所有有膝撑的建筑物中,柱子在重力荷载下承受额外的弯曲应力。这种行为在具有长桁架跨度的建筑物中更为明显。除非结构分析考虑了膝撑对建筑物的影响,否则不应在设计文件中指定膝撑。关键词:横膈膜作用,膝撑,模型连接滑移,框架后建筑。
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来源期刊
Applied Engineering in Agriculture
Applied Engineering in Agriculture 农林科学-农业工程
CiteScore
1.80
自引率
11.10%
发文量
69
审稿时长
6 months
期刊介绍: This peer-reviewed journal publishes applications of engineering and technology research that address agricultural, food, and biological systems problems. Submissions must include results of practical experiences, tests, or trials presented in a manner and style that will allow easy adaptation by others; results of reviews or studies of installations or applications with substantially new or significant information not readily available in other refereed publications; or a description of successful methods of techniques of education, outreach, or technology transfer.
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