OPTIMIZED DESIGN OF A LOW-RISE INDUSTRIAL BUILDING FOR WIND LOADS

被引：9

作者：

HOLMES, JD ^{[1
]}

SYME, MJ ^{[1
]}

KASPERSKI, M ^{[1
]}

机构：

[1] RUHR UNIV BOCHUM,ARBEITSGRP AERODYNAM BAUWESEN,W-4630 BOCHUM,GERMANY

来源：

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 1995年 / 57卷 / 2-3期

关键词：

D O I：

10.1016/0167-6105(94)00105-M

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The design of low-rise structures for wind loads is normally based on quasi-steady wind loads, obtained from design codes which usually overestimate the peak structural load effects, such as bending moments, axial forces and the base reactions. The work described in this paper utilised existing statistical wind tunnel data obtained for 5 degrees roof pitch, low-rise buildings and performed frame designs optimised for the wind data.

引用

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页码：391 / 401

页数：11

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