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Green Construction of National Speed Skating Oval

Frontiers of Engineering Management 2022, Volume 9, Issue 1,   Pages 170-176 doi: 10.1007/s42524-021-0177-x

Keywords： super large-span cable net structure     CO2 Transcritical Direct-cooling Ice Making System    

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Damage identification of a large-span concrete cable-stayed bridge based on genetic algorithm

ZHU Jinsong, XIAO Rucheng

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 2,   Pages 170-175 doi: 10.1007/s11709-007-0018-y

Abstract: The global stability of a structure, the stiffness of its main girder and concrete tower, and the variationof the forces of its stay cables are key issues to the safety assessment of an in-service cable-stayedA damage detection program for complex civil structure was generated to implement the identificationThe deterioration of the structure was calculated according to the variation of monitor data.The method had been verified using a long-span concrete cable-stayed bridge in Ningbo, which has been

Keywords： accurate     primary     global stability     complex     identification    

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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    

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Research of the aerostatic and aerodynamic stability of super long-span cable-stayed bridges

Zhang Xinjun and Sun Hailing

Strategic Study of CAE 2014, Volume 16, Issue 3,   Pages 50-58

Abstract: to investigate the aerostatic and aerodynamic stability of a super long- span cable- stayed bridge within super long- span bridges whose main span exceeds1000m is discussed.In addition，parametric analysis on the aerostatic and aerodynamic stability of super long-span cable-stayedbridges is conducted including the depthand width of the girder，structure style of the tower，the towerlong- span bridges whose main span exceeds1000m；the super long- span cable- stayed bridge becomes more

Keywords： super long-span cable-stayed bridge     aerostatic stability     aerodynamic stability     design parameter    

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Research on bolt-cable reducing span support technology in large span roadway of fully-mechanized coal

Zhu Yongjian,Luo Yixin,Zhang Daobing

Strategic Study of CAE 2010, Volume 12, Issue 3,   Pages 51-55

Abstract:

Aiming at the locale facts of difficult roof controlling for large spanA new supporting idea of reducing span supporting function by bolts cooperating with anchor cables isA good result is achieved after the new supporting idea is applied in the large span gateway of Bulianta

Keywords： large span     roadway     roof     bolt—cable     reducing span support    

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Research on the transport technology of coiled main cable strands with super length and large size

Lu Jianfeng,Gu Qinghua,Zhang Hailiang,Shen Wang,Zhou Song

Strategic Study of CAE 2010, Volume 12, Issue 7,   Pages 13-17

Abstract:

 The transport technology of coiled main cable strands with superlength and large size was introduced in this paper on the basis of two examples.One is the main cablestrands transport of Xihoumen Bridge which is a steel structure suspension bridge with the span of 1650 m; the other is the main cable strand with the size of Ø5 ×169 wire ×4 250 m

Keywords： super long     large size     cable strand     coiled cable strand     transport    

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Numerical verification of geometry control theory of the construction for super-span cable-stayed bridge

Huang Can, Bu Yizhi, Zhang Qinghua

Strategic Study of CAE 2009, Volume 11, Issue 1,   Pages 87-91

Abstract: during construction into account, the simulation results indicate that only the stage state of the structureGeometry control theory applied to control the super-span cable-stayed bridge construction, and satisfied

Keywords： cable-stayed bridge     geometry control     geometrical nonlinear     numerical verification    

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Influence of damages on static behavior of single-layer cable net supported glass curtain wall: full-scale

Gang SHI, Yongjiu SHI, Yuanqing WANG, Yongzhi ZUO, Xiaohao SHI, Zaoyang GUO,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 3,   Pages 383-395 doi: 10.1007/s11709-010-0074-6

Abstract: The single-layer cable net supported glass curtain wall has been applied in many building structuresTo study the influence of such damages on the static behavior of the single-layer cable net supportedThe stiffness contribution of glass panels to the single-layer cable net supported glass curtain wallis greater than that to the intact structure.tension force, but the glass panel could break if its stiffness contribution is too large.

Keywords： single-layer plane cable net supported glass curtain wall     damage     cable prestress loss     cable anchorage    

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Behaviors of super-long span prestressed cable-stayed bridge with CFRP cables and UHPC girder

Fang Zhi,Ren Liang,Fan Fenghong

Strategic Study of CAE 2012, Volume 14, Issue 7,   Pages 53-59

Abstract: applicability of carbon fiber reinforced polymer (CFRP) cables and reactive powder concrete (RPC)in superlong span cable stayed bridges, taking a 1 008 m cable stayed bridge using steel girder and steel cablesas example, a cable stayed bridge with the same span using RPC(reactive powder concrete) as the girderwhich the cable cross section was determined by the principles of equivalent cable strength and thea highly efficient, durable cable stayed bridge of concrete structure and make its applicable span reach

Keywords： cable-stayed bridge     CFRP     RPC     mechanical properties    

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Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength

Zhe ZHANG , Huili WANG , Xiaomeng GE , Sifeng QIN ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3,   Pages 286-291 doi: 10.1007/s11709-009-0045-y

Abstract: The limit span of self-anchored cable-stayed suspension bridge is deduced.Based on the material strength and commonly used materials, the limit spans of self-anchored cable-stayedThe corresponding upper limit spans and the effect of the factors on the span are given.The results indicate that increasing rise-span ratio, height-span ratio and cable-stayed segment lengthor reducing the second dead load could increase the cooperation system span.

Keywords： cable-stayed suspension     self-anchored     limit span    

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Design and construction of super-long span bridges in China: Review and future perspectives

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 4,   Pages 803-838 doi: 10.1007/s11709-020-0644-1

Abstract: Super-long span bridges demand high design requirements and involve many difficulties when constructedOver the past three decades, a large percentage of the new long-span bridges around the world were builtconstruction practices of the superstructure, the substructure, and the steel deck paving of the long-spaninformation technology, which is expected to guide the development direction for the construction of future superlong-span bridges and promote China to become a strong bridge construction country.

Keywords： long-span bridges     steel box girder     design technology     construction technology     review and future perspectives    

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Numerical simulation and stability analysis of surrounding rock of large-span multi-arch tunnel

Ren Shaoqiang

Strategic Study of CAE 2009, Volume 11, Issue 8,   Pages 58-63

Abstract:

Highway multi-arch tunnel as a new structure form has been developedin resent decades with the rapid development of high level road, and this tunnel structure form has the

Keywords： multi-arch tunnel     numerical simulation     surrounding rock     stress    

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Structural design and mechanical responses of closely spaced super-span double tunnels in strongly weathered

Jiaxin HE; Shaohui HE; Xiabing LIU; Jinlei ZHENG

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 6,   Pages 685-703 doi: 10.1007/s11709-022-0824-2

Abstract: One is Xiabei Mountain No. 2 four-line super-span high-speed railway tunnel (HRT), and the other is XiabeiMountain double-line large-span subway tunnel (ST).approximately 9–16 times that of the steel arch, which indicated that the shotcrete was the main bearing structure

Keywords： double tunnels     super-span     structural design     mechanical response     numerical simulation     field monitoring    

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Research on processing equipment of main cable strand for suspension bridge with super length, large

Duan Sujing,Zhang Hailiang,Zhu Jinlin,Shen Wang,Mao Youda

Strategic Study of CAE 2010, Volume 12, Issue 7,   Pages 18-21

Abstract:

The processing equipment of main cable strand with super length, largereliable industrial equipment for the manufacturer of suspension bridge and satisfied the requirements of large-scale

Keywords： large size and high strength     suspension bridge     main cable strand     processing equipment    

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Seismic experimental study on a concrete pylon from a typical medium span cable-stayed bridge

Yan XU, Shijie ZENG, Xinzhi DUAN, Dongbing JI

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 3,   Pages 401-411 doi: 10.1007/s11709-018-0464-8

Abstract:

According to the current seismic design codes of bridges in China, cable-stayed bridges have beenIn light of this point, a 1/20 scaled concrete pylon model which from a typical medium span cable-stayed

Keywords： cable-stayed bridge     pylon     shaking table test     seismic behavior    

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Title Author Date Type Operation

Green Construction of National Speed Skating Oval

Journal Article

Damage identification of a large-span concrete cable-stayed bridge based on genetic algorithm

ZHU Jinsong, XIAO Rucheng

Journal Article

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

Gao Zongyu

Journal Article

Research of the aerostatic and aerodynamic stability of super long-span cable-stayed bridges

Zhang Xinjun and Sun Hailing

Journal Article

Research on bolt-cable reducing span support technology in large span roadway of fully-mechanized coal

Zhu Yongjian,Luo Yixin,Zhang Daobing

Journal Article

Research on the transport technology of coiled main cable strands with super length and large size

Lu Jianfeng,Gu Qinghua,Zhang Hailiang,Shen Wang,Zhou Song

Journal Article

Numerical verification of geometry control theory of the construction for super-span cable-stayed bridge

Huang Can, Bu Yizhi, Zhang Qinghua

Journal Article

Influence of damages on static behavior of single-layer cable net supported glass curtain wall: full-scale

Gang SHI, Yongjiu SHI, Yuanqing WANG, Yongzhi ZUO, Xiaohao SHI, Zaoyang GUO,

Journal Article

Behaviors of super-long span prestressed cable-stayed bridge with CFRP cables and UHPC girder

Fang Zhi,Ren Liang,Fan Fenghong

Journal Article

Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength

Zhe ZHANG , Huili WANG , Xiaomeng GE , Sifeng QIN ,

Journal Article

Design and construction of super-long span bridges in China: Review and future perspectives

Journal Article

Numerical simulation and stability analysis of surrounding rock of large-span multi-arch tunnel

Ren Shaoqiang

Journal Article

Structural design and mechanical responses of closely spaced super-span double tunnels in strongly weathered

Jiaxin HE; Shaohui HE; Xiabing LIU; Jinlei ZHENG

Journal Article

Research on processing equipment of main cable strand for suspension bridge with super length, large

Duan Sujing,Zhang Hailiang,Zhu Jinlin,Shen Wang,Mao Youda

Journal Article

Seismic experimental study on a concrete pylon from a typical medium span cable-stayed bridge

Yan XU, Shijie ZENG, Xinzhi DUAN, Dongbing JI

Journal Article