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Seismic analysis of steel structures considering damage cumulation

SHEN Zuyan, WU Aihui

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 1,   Pages 1-11 doi: 10.1007/s11709-007-0001-7

Abstract: The research on the development of a reliable analytical model for seismic analysis of steel structureshysteretic model incorporating the deterioration of stiffness, strength and strain hardening for structural steelA computer program capable of calculating the hysteretic model of steel members, predicting the damagestate and crack initiation, and carrying out non-linear time history seismic analysis of steel structures

Keywords： hardening     regression analysis     computer program     cumulation hysteretic     strength    

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Sustainability of steel structures: towards an integrated approach to life-time engineering design

Raffaele LANDOLFO, Lucrezia CASCINI, Francesco PORTIOLI

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 3,   Pages 304-314 doi: 10.1007/s01709-011-0123-9

Abstract: A special focus is devoted to the durability design of metal structures with respect to the degradationFinally a proposal towards an integrated approach to life-time engineering design of steel structures

Keywords： sustainability     life-time engineering     performance based design     durability     metal structures    

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Resilience in Steel Structures

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 3,   Pages 237-238 doi: 10.1007/s11709-016-0360-z

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Comparative seismic design optimization of spatial steel dome structures through three recent metaheuristic

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 1,   Pages 57-74 doi: 10.1007/s11709-021-0784-y

Abstract: Steel dome structures, with their striking structural forms, take a place among the impressive and aestheticIn this paper, the seismic design optimization of spatial steel dome structures is achieved through threeThe optimum spatial steel dome designs achieved by proposed WS, GW, and BSO algorithms are compared with

Keywords： steel dome optimization     water strider algorithm     grey wolf algorithm     brain storm optimization algorithm    

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Optimal design of steel skeletal structures using the enhanced genetic algorithm methodology

Tugrul TALASLIOGLU

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4,   Pages 863-889 doi: 10.1007/s11709-019-0523-9

Abstract: This study concerns with the design optimization of steel skeletal structures thereby utilizing botha real-life specification provisions and ready steel profiles named hot-rolled I sections.EGAwMP is applied to determine the real-life ready steel profiles for the optimal design of skeletalstructures with 105, 200, 444, and 942 members.Consequently, EGAwMP is suggested as a design optimization tool for the real-life steel skeletal structures

Keywords： design optimization     genetic algorithm     multiple populations     neural network    

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Materials-oriented integrated design and construction of structures in civil engineering—A review

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 1,   Pages 24-44 doi: 10.1007/s11709-021-0794-9

Abstract: Material-oriented integrated design and construction of structures (MIDCS) combine materials engineeringexplore real-world examples of MIDCS, including the realization of MIDCS in timber seismic-resistant structures, masonry arch structures, long-span steel bridges, prefabricated/on-site extruded light-weight steelstructures, fiber-reinforced cementitious composites structures, and fiber-reinforced polymer bridgemanufacturing are briefly reviewed and discussed to demonstrate how MIDCS can combine materials and structures

Keywords： integrated design and construction     fiber-reinforced concrete     fiber-reinforced polymer     light-weight steelstructures     digital fabrication     composites    

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Resiliency of steel and composite structures

Roberto T. LEON,Yu GAO

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 3,   Pages 239-253 doi: 10.1007/s11709-016-0349-7

Abstract: The first part addresses the resiliency and sustainability of steel and composite structures from a fundamentalintended as an introduction to the other six papers that form part of this issue related to resiliency of steelbetween circular concrete filled tubes and conventional beams with reduced flange sections consisting of steellead to innovative ways of addressing issues related to robustness, resiliency and sustainability of steelstructures.

Keywords： steel structures     resiliency     sustainability     recentering systems     shape memory alloys    

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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 informationThe 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    

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Seismic progressive-failure analysis of tall steel structures under beam-removal scenarios

Behrouz BEHNAM, Fahimeh SHOJAEI, Hamid Reza RONAGH

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4,   Pages 904-917 doi: 10.1007/s11709-019-0525-7

Abstract: Investigating progressive collapse of tall structures under beam removal scenarios after earthquake isAn investigation is performed here on a 10 story steel moment resisting structure designed to meet the

Keywords： progressive collapse     tall steel moment-resisting frames     non-linear dynamic analysis     beam-removal scenario    

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New progress in study of the technology of strengthening structures with prestressed fiber reinforced

Lu Yiyan,Chen Juan,Huang Yinshen,Wu Tao

Strategic Study of CAE 2008, Volume 10, Issue 8,   Pages 40-44

Abstract: Practices and theories have testified that the technology of strengthening structures with prestressedA concise state-of-the-art survey and new progress of the technology of strengthening structures withprestressed FRP are presented, including studies in terms of concrete structures strengthening withprestressed FRP, steel structures strengthening with prestressed FRP and the key problems in its practicalPrestressed CFRP contributed to the rigidity of steel beam especially when strength of steel is relatively

Keywords： fiber reinforced plastics     strengthening technology     concrete structures     steel structures     research    

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combined control strategy using tuned liquid dampers to reduce displacement demands of base-isolated structures

Parham SHOAEI, Houtan Tahmasebi OROMI

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4,   Pages 890-903 doi: 10.1007/s11709-019-0524-8

Abstract: Furthermore, a new approach for taking into account the uncertainties associated with the steel shearprobabilistic distributions of the stiffness and yield properties of stories of a set of reference steelmoment frame structures are derived through Monte-Carlo sampling.The approach is applied to steel shear buildings isolated with LRB systems.Thereafter, the base-isolated structures are equipped with TLDs and a combination of the base and TLD

Keywords： tuned liquid damper     lead-rubber bearing system     probabilistic framework     steel shear building     relative    

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Hybrid flexural components: Testing pre-stressed steel and GFRP bars together as reinforcement for flexural

Mohammed FARUQI, Oved I. MATA, Francisco AGUINIGA

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 3,   Pages 352-360 doi: 10.1007/s11709-017-0453-3

Abstract:

Concrete members historically have used either pre-stressed steel or steel bars.However, the flexure behavior of a hybrid system reinforced by the combination of pre-stressed steelslabs of 100 and 150-millimeter thickness, with a span of 2.1 m reinforced with both pre-stressing steelThe theoretical slabs were either reinforced with pre-stressed steel or GFRP rebars, or a hybrid system

Keywords： Partial pre-stressing     composite structures     GFRP bars    

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Application and development of modern long-span space structures in China

Shilin DONG, Yang ZHAO, Dong XING

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 3,   Pages 224-239 doi: 10.1007/s11709-012-0166-6

Abstract: Modern long-span space structures, developed during the 1970s and 1980s, are light and effective structuresbased on new technologies and light-weight high-strength materials, such as membranes and steel cablesThese structures include air-supported membrane structures, cable-membrane structures, cable truss structuressteel structures and so forth., modern flexible space structures and modern rigid-flexible combined space structures.

Keywords： modern long-span space structures     rigid space structures     flexible space structures     rigid-flexible combinedspace structures     application and development    

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Practical optimization of deployable and scissor-like structures using a fast GA method

M. SALAR, M. R. GHASEMI, B. DIZANGIAN

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 3,   Pages 557-568 doi: 10.1007/s11709-018-0497-z

Abstract: This paper addresses practical sizing optimization of deployable and scissor-like structures from a newAt this time, there is a few studies done considering practical optimization of these structures.In foldable scissor-like structures, connections have a complex behavior.Optimization results show that despite less weight for aluminum models than steel models, aluminum deployablestructures are not affordable because they need more material than steel structures and cause more environmental

Keywords： optimization     scissor-like structures     deployable structures     genetic algorithm     ABAQUS    

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Effect of / molecular structures on pyrolysis performance and heat sink of decalin isomers

Frontiers of Chemical Science and Engineering 2023, Volume 18, Issue 1, doi: 10.1007/s11705-023-2375-z

Abstract: mixtures (denoted as mix-decalin), in order to clarify the effects of the cis-/trans-structuresThis work demonstrates the relationship between the cis/trans structures and the pyrolysis

Keywords： endothermic fuel     decalin     pyrolysis     heat sink     molecular structure    

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Title Author Date Type Operation

Seismic analysis of steel structures considering damage cumulation

SHEN Zuyan, WU Aihui

Journal Article

Sustainability of steel structures: towards an integrated approach to life-time engineering design

Raffaele LANDOLFO, Lucrezia CASCINI, Francesco PORTIOLI

Journal Article

Resilience in Steel Structures

Journal Article

Comparative seismic design optimization of spatial steel dome structures through three recent metaheuristic

Journal Article

Optimal design of steel skeletal structures using the enhanced genetic algorithm methodology

Tugrul TALASLIOGLU

Journal Article

Materials-oriented integrated design and construction of structures in civil engineering—A review

Journal Article

Resiliency of steel and composite structures

Roberto T. LEON,Yu GAO

Journal Article

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

Ying ZHOU, Wan WANG, Hanbin LUO, Yan ZHANG

Journal Article

Seismic progressive-failure analysis of tall steel structures under beam-removal scenarios

Behrouz BEHNAM, Fahimeh SHOJAEI, Hamid Reza RONAGH

Journal Article

New progress in study of the technology of strengthening structures with prestressed fiber reinforced

Lu Yiyan,Chen Juan,Huang Yinshen,Wu Tao

Journal Article

combined control strategy using tuned liquid dampers to reduce displacement demands of base-isolated structures

Parham SHOAEI, Houtan Tahmasebi OROMI

Journal Article

Hybrid flexural components: Testing pre-stressed steel and GFRP bars together as reinforcement for flexural

Mohammed FARUQI, Oved I. MATA, Francisco AGUINIGA

Journal Article

Application and development of modern long-span space structures in China

Shilin DONG, Yang ZHAO, Dong XING

Journal Article

Practical optimization of deployable and scissor-like structures using a fast GA method

M. SALAR, M. R. GHASEMI, B. DIZANGIAN

Journal Article

Effect of / molecular structures on pyrolysis performance and heat sink of decalin isomers

Journal Article