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Design and construction of steel roof truss on top of Three Gorges Project ship lift machine room

Sun Changzhong

Strategic Study of CAE 2013, Volume 15, Issue 9,   Pages 33-39

Abstract:

According to the use of the steel roof truss on top of the Three GorgesProject ship lift machine room, steel roof truss structure is analyzed.At the same time, based on the research of the steel roof truss construction scheme, construction proceduretruss hoisting installed central control room, roof rack, roof panel, etc.the top room truss ensure the smooth installation of the steel roof truss and safe operation.

Keywords: ship lift     computer room     steel roof truss     design     construction     Three Gorges Project    

Layout optimization of steel reinforcement in concrete structure using a truss-continuum model

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 5,   Pages 669-685 doi: 10.1007/s11709-023-0963-0

Abstract: This approach combines a minimum compliance objective function with a hybrid truss-continuum model.To fully utilize the tensile strength of steel and the compressive strength of concrete, the optimizationsensitivity of steel in a concrete–steel composite is integrated with the average normal stress of aClear steel trajectories of SRC structures can be obtained using both methods.M-BESO facilitates a fully digital workflow that can be extremely effective for improving the design of steel

Keywords: bi-directional evolutionary structural optimization     steel-reinforced concrete     concrete stress     reinforcement    

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: performance of reinforced concrete core walls, reinforced concrete composite core walls with concealed steeltruss were proposed and systemically investigated.a normal reinforced concrete core wall and a reinforced concrete composite core wall with concealed steeltruss, were designed.truss.

Keywords: reinforced concrete     steel truss     core walls     seismic performance    

Collapse fragility assessment of steel roof framings with force limiting devices under transient wind

Linjia BAI, Yunfeng ZHANG

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 3,   Pages 199-209 doi: 10.1007/s11709-012-0168-4

Abstract: Steel structural frame is a popular structural form to cover large-span roof space and under high windsThe buckling of members in a steel roof frame structure, which may lead to progressive collapse, mayThis paper presents a fragility analysis of the collapse of steel roof frame structures under combinedFor the presented fragility assessment of steel roof collapse, a Monte Carlo method combined with responseroof frame structures.

Keywords: collapse     dynamic response     fragility analysis     Monte Carlo simulation     wind load    

Fatigue evaluation of steel-concrete composite deck in steel truss bridge——A case study

Huating CHEN; Xianwei ZHAN; Xiufu ZHU; Wenxue ZHANG

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 10,   Pages 1336-1350 doi: 10.1007/s11709-022-0852-y

Abstract: To study the fatigue behavior of a steel-concrete composite bridge deck, we took a newly-constructedrail-cum-road steel truss bridge as a case study.The transverse stress history of the bridge deck near the main truss under the action of a standard fatigueThe fatigue life associated with the fatigue fracture of steel reinforcement is 56 years.However, while the top surface of the bridge deck concrete near the truss cracks after just six years

Keywords: Fatigue assessment     composite bridge deck     rail-cum-road bridge     fatigue stress analysis     Model Code    

Seismic performance of prestressed concrete stand structure supporting retractable steel roof

Yiyi CHEN, Dazhao ZHANG, Weichen XUE, Wensheng LU

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2,   Pages 117-124 doi: 10.1007/s11709-009-0024-3

Abstract: seismic behavior of a structural system composed of pre-stressed concrete stand supporting a retractable steelroof was studied, which is typically based on the prototype of engineering project of Shanghai Qizhongelasto-plastic finite element analysis and shaking table test, the following were investigated: the effects of roofIt was found that the roof status has great effect on the natural period, vibration modes, and seismicresponse of the whole structure, the stand response to horizontal seismic excitation is stronger in roof

Keywords: retractable steel roof     prestressed concrete     seismic performance     failure mode     inelastic response     shaking    

Design concept of the Twin River Bridges in Chongqing, China

Man-Chung TANG

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4,   Pages 427-431 doi: 10.1007/s11709-011-0134-6

Abstract: The girders are steel truss structures with orthotropic plates and the towers are made of concrete.

Keywords: long span bridges     partially cable-supported girder bridge     cable-stayed bridge     extradosed     steel truss    

Effects of green roof damping and configuration on structural seismic response

Frontiers of Structural and Civil Engineering   Pages 1133-1144 doi: 10.1007/s11709-023-0959-9

Abstract: The soil of a green roof can serve as a damper to dissipate the energy generated by earthquakes or otherResults of preliminary analysis show that a green roof soil can increase localized damping by 2.5% underconducted on a three-story building in SAP2000 to monitor the structural behavior with and without a green roofThe increased damping in the green roof soil is beneficial to the structural performance, i.e., it reduces

Keywords: green infrastructure     green roof     structural resilience     seismic design    

Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss

Wanlin CAO, Jianwei ZHANG, Jingna ZHANG, Min WANG,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4,   Pages 370-377 doi: 10.1007/s11709-009-0062-x

Abstract: In this paper, mid-rise shear wall with concealed truss was proposed.and shear wall, and the other is the composition of two materials, including steel and concrete.3 scale mid-rise shear walls, including an ordinary mid-rise shear wall, a mid-rise shear wall with steelThe experimental results show that the seismic behavior of the mid-rise shear wall with steel frame andthat of every truss with different materials is obviously improved.

Keywords: reinforced concrete     profile steel     concealed truss     mid-rise shear wall     seismic behavior    

Border-search and jump reduction method for size optimization of spatial truss structures

Babak DIZANGIAN, Mohammad Reza GHASEMI

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 1,   Pages 123-134 doi: 10.1007/s11709-018-0478-2

Abstract: Spatial truss problems were attempted for optimization in order to show the fastness and efficiency of

Keywords: optimum design     sensitivity analysis     reduction method     spatial trusses     OpenSees    

Nonlinear analysis and reliability of metallic truss structures

Karim BENYAHI, Youcef BOUAFIA, Salma BARBOURA, Mohand Said KACHI

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 4,   Pages 577-593 doi: 10.1007/s11709-017-0458-y

Abstract: The made check concerned metallic in truss structures.

Keywords: modeling     nonlinearity mechanical     truss     probability     reliability     response surface     probability of failure    

Large-span high-speed railway bridges across Yangtze River and Yellow River

Gao Zongyu

Strategic Study of CAE 2009, Volume 11, Issue 1,   Pages 17-21

Abstract:

The steel truss structure is adopted for all of these bridges of the

Keywords: large-span high-speed railway bridge     steel truss structure     new technology    

Fragility assessment of wood sheathing panels and roof-to-wall connections subjected to wind loading

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 4,   Pages 867-876 doi: 10.1007/s11709-021-0745-5

Abstract: majority of the wind damage resulted from building envelope failure most typically due to the loss of the roofwith a focus on the roofs, fragility analysis can be used to estimate the probability of failure of a roofThus, this paper examines the fragility of specific types of nails, roof-to-wall (RW) connection detailsThe eight fragility models suggest that the safest roof sheathing (RS) is the 1.22 m × 1.22 m sheathing

Keywords: tornadoes     wind loads     low-rise buildings     fragility analysis     risk assessment     structural failures    

Truss-arch model for shear strength of seismic-damaged SRC frame columns strengthened with CFRP sheets

Sheng PENG, Chengxiang XU, Xiaoqiang LIU

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 6,   Pages 1324-1337 doi: 10.1007/s11709-019-0557-z

Abstract: important reinforcing substances which are widely used in the shear strengthening of seismic-damage steel, the contributions of strengthening material and transverse reinforcement to shear strength in the trussmodel are considered, based on the truss-arch model.

Keywords: carbon fiber reinforced polymer material     steel reinforced concrete frame column     seismic-damaged     trussed-arch    

Out-of-plane elastic buckling load and strength design of space truss arch with a rectangular section

Senping WANG; Xiaolong LIU; Bo YUAN; Minjie SHI; Yanhui WEI

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 9,   Pages 1141-1152 doi: 10.1007/s11709-022-0866-5

Abstract: The out-of-plane stability of the two-hinged space truss circular arch with a rectangular section isFirstly, the flexural stiffness and torsional stiffness of space truss arches are deduced.The calculation formula of out-of-plane elastic buckling loads of the space truss arch is derived basedthe arch with a small rise-span ratio, the formula for out-of-plane elastic buckling loads of space trussNumerical research of the out-of-plane stability of space truss arches under different load cases shows

Keywords: torsional stiffness     strength design     elastic buckling     space truss arches     out-of-plane    

Title Author Date Type Operation

Design and construction of steel roof truss on top of Three Gorges Project ship lift machine room

Sun Changzhong

Journal Article

Layout optimization of steel reinforcement in concrete structure using a truss-continuum model

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

Collapse fragility assessment of steel roof framings with force limiting devices under transient wind

Linjia BAI, Yunfeng ZHANG

Journal Article

Fatigue evaluation of steel-concrete composite deck in steel truss bridge——A case study

Huating CHEN; Xianwei ZHAN; Xiufu ZHU; Wenxue ZHANG

Journal Article

Seismic performance of prestressed concrete stand structure supporting retractable steel roof

Yiyi CHEN, Dazhao ZHANG, Weichen XUE, Wensheng LU

Journal Article

Design concept of the Twin River Bridges in Chongqing, China

Man-Chung TANG

Journal Article

Effects of green roof damping and configuration on structural seismic response

Journal Article

Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss

Wanlin CAO, Jianwei ZHANG, Jingna ZHANG, Min WANG,

Journal Article

Border-search and jump reduction method for size optimization of spatial truss structures

Babak DIZANGIAN, Mohammad Reza GHASEMI

Journal Article

Nonlinear analysis and reliability of metallic truss structures

Karim BENYAHI, Youcef BOUAFIA, Salma BARBOURA, Mohand Said KACHI

Journal Article

Large-span high-speed railway bridges across Yangtze River and Yellow River

Gao Zongyu

Journal Article

Fragility assessment of wood sheathing panels and roof-to-wall connections subjected to wind loading

Journal Article

Truss-arch model for shear strength of seismic-damaged SRC frame columns strengthened with CFRP sheets

Sheng PENG, Chengxiang XU, Xiaoqiang LIU

Journal Article

Out-of-plane elastic buckling load and strength design of space truss arch with a rectangular section

Senping WANG; Xiaolong LIU; Bo YUAN; Minjie SHI; Yanhui WEI

Journal Article