STRUCTURAL INVESTIGATIONS ON THE PROGRESSIVE COLLAPSE OF A STEEL-TIMBER INTERMEDIATE ROOFING

被引:0
作者
Neagu, Calin [1 ]
Dubina, Dan [1 ,2 ]
Dinu, Florea [1 ,2 ]
Petran, Ioan [3 ]
机构
[1] Politehn Univ Timisoara, CMMC Dept, Timisoara, Romania
[2] Romanian Acad, CCTFA Res Ctr, Timisoara Branch, Timisoara, Romania
[3] Tech Univ Cluj Napoca, Dept Struct, Cluj Napoca, Romania
来源
PROCEEDINGS OF THE ROMANIAN ACADEMY SERIES A-MATHEMATICS PHYSICS TECHNICAL SCIENCES INFORMATION SCIENCE | 2021年 / 22卷 / 03期
关键词
steel-timber truss; construction error; accidental collapse; experimental testing; forensic investigation; FAILURE;
D O I
暂无
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Building constructions are susceptible to significant risks from numerous low probability hazards during their design lifetime. Typical examples include fire, impact, explosion, earthquake, and severe weather hazards (wind, snow). The probable risks also include a special category pertaining to unidentifiable events, such as human errors in design and construction. As such exposures and hazards are difficult to quantify, the consequences can be severe, ranging from injuries or loss of life to serious economic costs. The paper presents the results of investigations conducted in the aftermath of a partial collapse during the construction of an intermediate roof built from hybrid steel-timber trusses in an existing market. The experimental tests and numerical simulations allowed the investigators to reconstruct the chain of events and identify the local damage that triggered the progressive collapse.
引用
收藏
页码:257 / 266
页数:10
相关论文
共 15 条
[1]  
[Anonymous], 2016, DES BUILD RES PROGR
[2]  
[Anonymous], 2008, ED MAT DESIGNING TES
[3]  
[Anonymous], 2016, VIC 3D DIG IM CORR S
[4]  
[Anonymous], STRUCTURAL SOFTWARE
[5]   Collapse of Katowice Fair Building [J].
Biegus, A. ;
Rykaluk, K. .
ENGINEERING FAILURE ANALYSIS, 2009, 16 (05) :1643-1654
[6]   Experimental testing and numerical analysis of 3D steel frame system under column loss [J].
Dinu, Florea ;
Marginean, Ioan ;
Dubina, Dan ;
Petran, Ioan .
ENGINEERING STRUCTURES, 2016, 113 :59-70
[7]  
Dubina D., 2019, AICPS REV, V1- 2, P44
[8]  
Ellingwood BR., 2007, Best practices for reducing the potential for progressive collapse in buildings, DOI [10.6028/NIST.IR.7396, DOI 10.6028/NIST.IR.7396]
[9]  
EN, 2002, EUR 0 BAS DES
[10]   Disproportionate Collapse Analysis of Cable-stayed Steel Roofs for Cable Loss [J].
Gerasimidis, S. ;
Baniotopoulos, C. C. .
INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2011, 11 (01) :91-98