Buckling and Deformation of BIB Member under Axial Compressive Force

碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 81 === From the investigation of structural failure after severe earthquake and also from laboratory testing,it has been found that conventional Concentrically Braced Frame (CBF) usually suffer from strength degradation an...

Full description

Bibliographic Details
Main Authors: Chao-Hsiung Li, 李超雄
Other Authors: Cheng-Cheng Chen
Format: Others
Language:zh-TW
Published: 1993
Online Access:http://ndltd.ncl.edu.tw/handle/75658451797026061390
id ndltd-TW-081NTUST512007
record_format oai_dc
spelling ndltd-TW-081NTUST5120072016-02-10T04:08:46Z http://ndltd.ncl.edu.tw/handle/75658451797026061390 Buckling and Deformation of BIB Member under Axial Compressive Force BIB構材在軸壓力作用下之挫屈與變形行為 Chao-Hsiung Li 李超雄 碩士 國立臺灣科技大學 營建工程技術學系 81 From the investigation of structural failure after severe earthquake and also from laboratory testing,it has been found that conventional Concentrically Braced Frame (CBF) usually suffer from strength degradation and limited ductility after bracing member buckle. In order to improve the seismic resistance behavior of CBF, a new system has been developed which the buckling of bracing member can be avoided.This bracing is called Buckling Inhibited Bracing (BIB) and the frames contain BIB member is designated as Ductile Concentrically Braced Frame (DCBF). Although DCBF has been found to process good seismic resistance behavior , yet more research has to be carried out before design guild lines can be established. This reported the BIB member by using nonlinear finite element method and structure testing.The following are the preliminary findings from this study: (1) The global buckling strength of BIB system increases with the increase of the moment of inertial of steel bracing and its lateral support device.The increase of lateral unsupported length will decrease the global buckling strength of BIB system. (2) The increase of gap width between steel bracing and its lateral support device will decrease the strength of BIB system. (3) The load-deformation relationship of steel bracing became irregular as the width of gap between steel bracing and latral support increase. (4) With the increase of axial deformation of steel bracing,its deformation governed by higher mode gradually. (5) Out-of-plane force of steel bracing become larger as the width of gap between steel bracing and lateral support increase. (6) Out-of-plane force of steel bracing become larger as the deformation governed by higher mode. (7) The moment of lateral support device increases with the increase of axlal deformation and force. Cheng-Cheng Chen 陳正誠 1993 學位論文 ; thesis 128 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 81 === From the investigation of structural failure after severe earthquake and also from laboratory testing,it has been found that conventional Concentrically Braced Frame (CBF) usually suffer from strength degradation and limited ductility after bracing member buckle. In order to improve the seismic resistance behavior of CBF, a new system has been developed which the buckling of bracing member can be avoided.This bracing is called Buckling Inhibited Bracing (BIB) and the frames contain BIB member is designated as Ductile Concentrically Braced Frame (DCBF). Although DCBF has been found to process good seismic resistance behavior , yet more research has to be carried out before design guild lines can be established. This reported the BIB member by using nonlinear finite element method and structure testing.The following are the preliminary findings from this study: (1) The global buckling strength of BIB system increases with the increase of the moment of inertial of steel bracing and its lateral support device.The increase of lateral unsupported length will decrease the global buckling strength of BIB system. (2) The increase of gap width between steel bracing and its lateral support device will decrease the strength of BIB system. (3) The load-deformation relationship of steel bracing became irregular as the width of gap between steel bracing and latral support increase. (4) With the increase of axial deformation of steel bracing,its deformation governed by higher mode gradually. (5) Out-of-plane force of steel bracing become larger as the width of gap between steel bracing and lateral support increase. (6) Out-of-plane force of steel bracing become larger as the deformation governed by higher mode. (7) The moment of lateral support device increases with the increase of axlal deformation and force.
author2 Cheng-Cheng Chen
author_facet Cheng-Cheng Chen
Chao-Hsiung Li
李超雄
author Chao-Hsiung Li
李超雄
spellingShingle Chao-Hsiung Li
李超雄
Buckling and Deformation of BIB Member under Axial Compressive Force
author_sort Chao-Hsiung Li
title Buckling and Deformation of BIB Member under Axial Compressive Force
title_short Buckling and Deformation of BIB Member under Axial Compressive Force
title_full Buckling and Deformation of BIB Member under Axial Compressive Force
title_fullStr Buckling and Deformation of BIB Member under Axial Compressive Force
title_full_unstemmed Buckling and Deformation of BIB Member under Axial Compressive Force
title_sort buckling and deformation of bib member under axial compressive force
publishDate 1993
url http://ndltd.ncl.edu.tw/handle/75658451797026061390
work_keys_str_mv AT chaohsiungli bucklinganddeformationofbibmemberunderaxialcompressiveforce
AT lǐchāoxióng bucklinganddeformationofbibmemberunderaxialcompressiveforce
AT chaohsiungli bibgòucáizàizhóuyālìzuòyòngxiàzhīcuòqūyǔbiànxíngxíngwèi
AT lǐchāoxióng bibgòucáizàizhóuyālìzuòyòngxiàzhīcuòqūyǔbiànxíngxíngwèi
_version_ 1718184232826699776