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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 becauseTherefore, the resistance of a steel structure to fire is a significant subject for modern society.formulation is derived, and the corresponding numerical model is developed to study the creep behavior of planesteel frames in fire conditions.Next, the numerical model is used to analyze the creep behavior of the plane steel frames under decreasing

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

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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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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 jointsto flange plane.

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

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Implementation of total Lagrangian formulation for the elasto-plastic analysis of plane steel frames

Bing XIA, Yuching WU, Zhanfei HUANG

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 3, Pages 257-266 doi: 10.1007/s11709-012-0163-9

Abstract: Lagrangian forms of finite element formulations are derived to perform elasto-plastic analysis for planesteel frames that either experience increasing external loading at ambient temperature or constant externalthe influence of geometric nonlinearities on the incremental steps of the finite element analysis for planesteel frames in the presence of fire is limited.

Keywords： co-rotational total Lagrangian geometrical nonlinearity fire elasto-plastic

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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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Multi-population particle swarm optimization algorithm for automatic design of steel frames

Frontiers of Structural and Civil Engineering 2024, Volume 18, Issue 1, Pages 89-103 doi: 10.1007/s11709-024-1037-7

Abstract: Steel structures are widely used; however, their traditional design method is a trial-and-error proceduremulti-population particle swarm optimization (MPPSO) algorithm is developed to optimize the weight of steelother steel frames matching Chinese design codes.For the representative frame, MPPSO can achieve greater efficiency through reduction of the number ofanalyses by more than 65% and can obtain frame with the weight for at least 2.4% lighter.

Keywords： steel frame multi-population particle swarm optimization automatic structural optimization design

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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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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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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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Durability analysis of B grade steel side-frame based on the PFM method

Li Wei and Wang Ping

Strategic Study of CAE 2011, Volume 13, Issue 1, Pages 56-61

Abstract: fracture mechanics, the simulated durability test is performed to study the details with angle of side-frameof wagon bogie made of B grade steel.

Keywords： durability fatigue B grade steel crack

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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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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 based

Keywords： fire safety standard fire curve realistic design fire time-temperature curves light gauge steel frame

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Virtual pre-assembly for large steel structures based on BIM, PLP algorithm, and 3D measurement

Ying ZHOU, Wan WANG, Hanbin LUO, Yan ZHANG

Frontiers of Engineering Management 2019, Volume 6, Issue 2, Pages 207-220 doi: 10.1007/s42524-019-0016-5

Abstract: The current physical pre-assembly method of large steel structures is time consuming and costly and requiresThus, the pre-assembly of large steel structures in a virtual way, starting from building informationIn this study, an innovative method for virtual pre-assembly is proposed on the basis of BIM, plane-line-pointThe technique verifies the feasibility of the steel structure assembly and the fulfillment of the designgeometries, starting from the real data obtained by an accurate metric survey of the fabricated steel

Keywords： steel structure pre-assembly BIM plane-line-point 3D measurement