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Development of realistic design fire time-temperature curves for the testing of cold-formed steel wall

Anthony Deloge ARIYANAYAGAM,Mahen MAHENDRAN

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 4,   Pages 427-447 doi: 10.1007/s11709-014-0279-1

Abstract: Fire resistance rating of light gauge steel frame (LSF) wall systems is obtained from fire tests basedseverity has increased in modern buildings due to higher fuel loads as a result of modern furniture and lightDespite the increasing usage of LSF walls, their behavior in real building fires is not fully understoodwalls.walls.

Keywords： fire safety     standard fire curve     realistic design fire time-temperature curves     light gauge steel frame(LSF) walls     fire resistance rating     fuel load    

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Experiment and calculation on seismic behavior of RC composite core walls with concealed steel truss

Wanlin CAO , Weihua CHANG , Changjun ZHAO , Jianwei ZHANG ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3,   Pages 255-261 doi: 10.1007/s11709-009-0043-0

Abstract: To improve the seismic performance of reinforced concrete core walls, reinforced concrete composite corewalls with concealed steel truss were proposed and systemically investigated.a normal reinforced concrete core wall and a reinforced concrete composite core wall with concealed steelThe test results showed that the seismic performance of core walls is improved greatly by the concealedsteel truss.

Keywords： reinforced concrete     steel truss     core walls     seismic performance    

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Seismic retrofit of existing SRC frames using rocking walls and steel dampers

Akira WADA, Zhe QU, Shojiro MOTOYUI, Hiroyasu SAKATA

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 3,   Pages 259-266 doi: 10.1007/s11709-011-0114-x

Abstract: A retrofit of an existing 11-story steel reinforced concrete frame that features the innovative use ofpost-tensioned rocking walls and shear steel dampers is presented.

Keywords： building structure     seismic retrofit     rocking wall     steel damper    

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Tests on impact effect of partial fracture at steel frame connections

CHEN Yiyi, BIAN Ruoning

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 4,   Pages 295-301 doi: 10.1007/s11709-008-0049-z

Abstract: Impact effect of sudden fracture at steel frame connections under severe earthquake or other extremeTwo types of fracture tests were designed and carried out both on uniaxial steel bar tensioned and momentresistant steel frame model.

Keywords： structural fracture     natural     fracture     progressive     high-frequency    

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Self-centering steel plate shear walls for improving seismic resilience

Patricia M. CLAYTON,Daniel M. DOWDEN,Chao-Hsien LI,Jeffrey W. BERMAN,Michel BRUNEAU,Laura N. LOWES,Keh-Chuan TSAI

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 3,   Pages 283-290 doi: 10.1007/s11709-016-0344-z

Abstract: University at Buffalo, and Taiwan National Center for Research on Earthquake Engineering, a self-centering steelThe SC-SPSW consists of thin steel infill panels, referred to as web plates that serve as the primaryconstructability, resilience, and seismic performance and that can be applied to other self-centering and steel

Keywords： self-centering     steel plate shear walls     large-scale experiment     post-tensioned connections     performance-based    

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Seismic performance of moment resisting steel frame subjected to earthquake excitations

Fadzli M. NAZRI, Pang Yew KEN

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 1,   Pages 19-25 doi: 10.1007/s11709-014-0240-3

Abstract: This study presents static and dynamic assessments on the steel structures.Pushover analysis (POA) and incremental dynamic analysis (IDA) were run on moment resisting steel framesSteel frames are subjected to nonlinear inelastic time history analysis for 14 different scaled groundThe IDA results show that the far field ground motions has caused all steel frame design within the researchto collapse while near field ground motion only caused some steel frames to collapse.

Keywords： incremental dynamic analysis (IDA)     pushover analysis     performance-based seismic design    

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Seismic behavior experimental study of frame joints with special-shaped column and dispersed steel bar

Shuchun LI, Bo DIAO, Youpo SU,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4,   Pages 378-383 doi: 10.1007/s11709-009-0064-8

Abstract: To overcome the problem that steel bars are put too close at a flame joint with special-shaped beam andperformance of three groups of six RC flame joints with special-shaped (L, T and+) column and dispersed-steelThe seismic behaviors of the joints with different proportions of dispersed-steel-bar beams were analyzedThe results of experimental analysis indicate that the mechanical and seismic behaviors of frame jointsTheoretical result indicates that distributing area of the dispersed steel-bar beams in the flange plate

Keywords： beam with dispersed steel bar     flame joints with special-shaped beam and column     seismic behavior     scaleof dispersed steel bars    

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Thermal response of steel framing members in open car park fires

Xia YAN; Marion CHARLIER; Thomas GERNAY

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 9,   Pages 1071-1088 doi: 10.1007/s11709-022-0879-0

Abstract: This paper describes a numerical study on the thermal exposure on steel framing members in open car parkSteel temperatures are computed by the coupling of computational fluid dynamics and finite element modelingIn addition, the influence of galvanization on the steel temperature evolution is assessed.Detailed temperature distributions obtained in the steel members can be used to complete efficient structural

Keywords： open car park     localized fire     steel frame     numerical modeling     computational fluid dynamics    

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Finite element analysis of creep for plane steel frames in fire

Hui ZHU, Yuching WU

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 3,   Pages 297-307 doi: 10.1007/s11709-012-0162-x

Abstract: Steel is widely used for the construction of bridges, buildings, towers, and other structures becauseof its great strength, light weight, ductility, and ease of fabrication, but the cost of fireproofingTherefore, the resistance of a steel structure to fire is a significant subject for modern society.past, for simplification, creep behavior was not taken into account in research on the resistance of a steelIn addition, the heating rate is a critical factor in the failure point of the steel frames.

Keywords： creep     plane steel frame     fire     finite element method     geometric nonlinearity    

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Parametric study of hexagonal castellated beams in post-tensioned self-centering steel connections

Hassan ABEDI SARVESTANI

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 5,   Pages 1020-1035 doi: 10.1007/s11709-019-0534-6

Abstract: important parameters (beam reinforcing plates, initial post-tensioning, and material properties of steelThe PTSC connection is comprised of bolted top and bottom angles as energy dissipaters and steel strandsFurthermore, properties of steel material has been simulated using bilinear elastoplastic modeling with1.5% strain-hardening which has perfectly matched with the real material of steel angles.It is recommended to avoid using steel angles with high yielding strength since they lead to the yielding

Keywords： finite element analysis     hexagonal castellated beam     parametric study     post-tensioned self-centering steelconnection     steel moment-resisting frame    

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Probabilistic safety assessment of self-centering steel braced frame

Navid RAHGOZAR, Nima RAHGOZAR, Abdolreza S. MOGHADAM

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 1,   Pages 163-182 doi: 10.1007/s11709-017-0384-z

Abstract: paper quantifies main limit states and investigates the seismic performance of self-centering braced frame

Keywords： self-centering steel braced frame     mean annual frequency     safety assessment     confidence level     margin of    

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Parametric study on damage control design of SMA dampers in frame-typed steel piers

Xiaoqun LUO, Hanbin GE, Tsutomu USAMI,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4,   Pages 384-394 doi: 10.1007/s11709-009-0065-7

Abstract: This paper focuses on damage control design of SMA dampers in steel frame piers.A parametric study based on time history analyses is carried out on frame-typed bridge piers with axial-type

Keywords： damage control design     shape memory alloy     parameter study     displacement-based verification     strain-based verification     time history analysis    

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A model study on affordable steel residential housing in China

Xin CHENG, Xianzhong ZHAO, Yiyi CHEN, Zhenyu LI

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 3,   Pages 288-296 doi: 10.1007/s11709-012-0171-9

Abstract: of innovative, economical, flexible, reproducible and affordable residential houses using intensive steelToward this goal, both the residential housing conditions and the development of steel residential buildingTaking this definition as a guiding ideology, detailed architectural and structural design of a steelComparisons of project cost and energy consumption between the designed steel residential housing and

Keywords： affordable housing     energy-saving     duplex design     pure steel frame     economic evaluation    

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Developing New-type Light-gage Steel Structure in China

Tao Zhong,He Baokang

Strategic Study of CAE 2000, Volume 2, Issue 3,   Pages 77-81

Abstract:

This paper describes the concept of new-type light-gage steel structure system and discusses the characteristicsSome suggestions have also been made to develop new light-gage steel structure in China.

Keywords： new type     light-gage steel structure     development     problems     suggestions    

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Numerical study of the cyclic load behavior of AISI 316L stainless steel shear links for seismic fuse

Ruipeng LI,Yunfeng ZHANG,Le-Wei TONG

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 4,   Pages 414-426 doi: 10.1007/s11709-014-0276-4

Abstract: This paper presents the results of nonlinear finite element analyses conducted on stainless steel shearThis paper discusses the promising use of AISI 316L stainless steel for shear links as seismic fuse devicesHysteresis behaviors of four stainless steel shear link specimens under reversed cyclic loading wereThe nonlinear finite element analysis results show that shear links made of AISI 316L stainless steelshear links compared with conventional steel shear links with the same length ratio.

Keywords： hysteretic damper     eccentrically braced frame     energy dissipation     seismic     stainless steel     shear link    

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Title Author Date Type Operation

Development of realistic design fire time-temperature curves for the testing of cold-formed steel wall

Anthony Deloge ARIYANAYAGAM,Mahen MAHENDRAN

Journal Article

Experiment and calculation on seismic behavior of RC composite core walls with concealed steel truss

Wanlin CAO , Weihua CHANG , Changjun ZHAO , Jianwei ZHANG ,

Journal Article

Seismic retrofit of existing SRC frames using rocking walls and steel dampers

Akira WADA, Zhe QU, Shojiro MOTOYUI, Hiroyasu SAKATA

Journal Article

Tests on impact effect of partial fracture at steel frame connections

CHEN Yiyi, BIAN Ruoning

Journal Article

Self-centering steel plate shear walls for improving seismic resilience

Patricia M. CLAYTON,Daniel M. DOWDEN,Chao-Hsien LI,Jeffrey W. BERMAN,Michel BRUNEAU,Laura N. LOWES,Keh-Chuan TSAI

Journal Article

Seismic performance of moment resisting steel frame subjected to earthquake excitations

Fadzli M. NAZRI, Pang Yew KEN

Journal Article

Seismic behavior experimental study of frame joints with special-shaped column and dispersed steel bar

Shuchun LI, Bo DIAO, Youpo SU,

Journal Article

Thermal response of steel framing members in open car park fires

Xia YAN; Marion CHARLIER; Thomas GERNAY

Journal Article

Finite element analysis of creep for plane steel frames in fire

Hui ZHU, Yuching WU

Journal Article

Parametric study of hexagonal castellated beams in post-tensioned self-centering steel connections

Hassan ABEDI SARVESTANI

Journal Article

Probabilistic safety assessment of self-centering steel braced frame

Navid RAHGOZAR, Nima RAHGOZAR, Abdolreza S. MOGHADAM

Journal Article

Parametric study on damage control design of SMA dampers in frame-typed steel piers

Xiaoqun LUO, Hanbin GE, Tsutomu USAMI,

Journal Article

A model study on affordable steel residential housing in China

Xin CHENG, Xianzhong ZHAO, Yiyi CHEN, Zhenyu LI

Journal Article

Developing New-type Light-gage Steel Structure in China

Tao Zhong,He Baokang

Journal Article

Numerical study of the cyclic load behavior of AISI 316L stainless steel shear links for seismic fuse

Ruipeng LI,Yunfeng ZHANG,Le-Wei TONG

Journal Article