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Concrete-Filled Steel Tube Arch Bridges in China Review

Jielian Zheng, Jianjun Wang

Engineering 2018, Volume 4, Issue 1,   Pages 143-155 doi: 10.1016/j.eng.2017.12.003

Abstract: arch bridges are also presented, which include cable-stayed fastening-hanging cantilever assembly, adjustingthe load by means of stay cables, surrounding the concrete for arch rib pouring, and so forth.

Keywords： bridge     Cable-stayed fastening-hanging cantilever     assembly     Vacuum-assisted pouring in-tube concrete     Adjustingload by stay cables    

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Improvement of part-load performance of gas turbine by adjusting compressor inlet air temperature and

Frontiers in Energy 2022, Volume 16, Issue 6,   Pages 1000-1016 doi: 10.1007/s11708-021-0746-z

Abstract: A novel adjusting method for improving gas turbine (GT) efficiency and surge margin (SM) under part-loadThe equilibrium running lines calculated through the calculation method involve three part-load conditionsFor the best GT performance of a given load, the IGV could be adjusted according to inlet air temperatureIn addition, inlet air heating has a considerable potential for the improvement of part-load performanceThe IGV can be left unadjusted, even when the load is as low as 50%.

Keywords： inlet air temperature     inlet guide vane (IGV) opening     part-load     equilibrium running line     gas turbine    

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Technology for long cable erection of a thousand-meter scale cable-stayed bridge

Rao Huarong,Deng Huibin

Strategic Study of CAE 2009, Volume 11, Issue 3,   Pages 71-74

Abstract:

In the background of the construction of Sutong Yangtze River Bridge (short as Sutong Bridge), the cable construction method and techniques of a thousand-meter scale cable-stayed bridge are instroduced, Some key constrction techniques, such as outspreading cable on deck, installing cable at pylon, pulling adn fixing cable at the attachment with decks and cable PE protection, are discussed.

Keywords： stay cables of a thousand-meter scale cable-stayed btedge     construction technique for long cables     long    

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Testing of wire ropes used repeatedly as catwalk load bearing cables in construction of suspension bridge

Zhou Chang,Jin Cang and Wu Jianqiang

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 33-36

Abstract: The load bearing cables are the main load-bearing components in cat-walk structure, usually made of twistedIn the construction of superstructure of Taizhou Bridge, for the cat-walk load bearing cable wire ropes

Keywords： suspension bridge     cat walk     load bearing cable     repeated use    

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Parametric oscillation of cables and aerodynamic effect

Yong XIA, Jing ZHANG, Youlin XU, Yozo FUJINO,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 3,   Pages 321-325 doi: 10.1007/s11709-010-0028-z

Abstract: addresses the aerodynamic effect on the nonlinear oscillation, particularly parametric vibration of cablesThe method is applied to a numerical example and a long-span bridge to analyze its all stay cables.It is demonstrated that very large vibration at one of the longest cables in the middle span of the bridge

Keywords： parametric vibration     cables     cable-stayed bridge     nonlinear vibration    

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Appendiceal inflammation affects the length of stay following appendicectomy amongst children: a myth

Khurram Siddique, Shirin Mirza, Gandra Harinath

Frontiers of Medicine 2013, Volume 7, Issue 2,   Pages 264-269 doi: 10.1007/s11684-013-0259-1

Abstract:

The effect of the severity of appendiceal inflammation on post-operative stay in children followingconducted to determine the association between the severity of appendiceal inflammation and post-operative stayThe association of the severity of appendiceal inflammation and post-operative stay was assessed by multivariableMean post-operative stay was 2.32 days (95% CI 2.14–2.51).Whereas, the multivariable analysis showed that the post-operative stay was significantly prolonged only

Keywords： appendiceal inflammation     post-operative stay     paediatrics    

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Vortex-induced vibration of stay cable under profile velocity using CFD numerical simulation method

Wenli CHEN, Hui LI,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4,   Pages 357-363 doi: 10.1007/s11709-009-0060-z

Abstract: Vortex-induced vibration (VIV) of a stay cable subjected to a wind profile is numerically simulated throughA stay cable with the inclined angle of 30° is used as the numerical model.The results indicate that the lift coefficient wave response of the stay cable under a wind profile is

Keywords： stay cable     fluid-structure interaction     numerical simulation     vortex-induced vibration    

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Heterogeneous length-of-stay modeling of post-acute care residents in the nursing home with competing

Frontiers of Engineering Management   Pages 577-591 doi: 10.1007/s42524-022-0203-7

Abstract: Accurate prediction of the PAC residents’ length-of-stay (LOS) with multiple discharge dispositions (

Keywords： nursing home     predictive analytics     individualized prediction     competing risks     health outcomes    

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Study on longitudinal wind load calculation method of cables for cablestayed bridge

Pei Minshan,Zhang Xigang,Zhu Bin,Hou Bin,Liu Changpeng

Strategic Study of CAE 2009, Volume 11, Issue 3,   Pages 26-30

Abstract: the international research results, the calculation formula of longitudinal wind drag coefficient for cables

Keywords： Sutong cablestayed bridge     stayed cable     longitudinal     wind tunnel experiments    

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The error adjusting method of lineshape control for the middle steel tower of Taizhou Bridge

Zhang Xiangqun,Wang Lin and You Xinpeng

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 29-32

Abstract: shape of the segments and the line-shape of the tower at the fabrication stage, the adjustment of the adjusting

Keywords： Taizhou Bridge     middle steel tower     line shape control     error adjusting    

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Are Virtual Conferences Here to Stay?

Chris Palmer

Engineering 2021, Volume 7, Issue 3,   Pages 280-281 doi: 10.1016/j.eng.2021.01.005

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Estimation of composite load model with aggregate induction motor dynamic load for an isolated hybrid

Nitin Kumar SAXENA,Ashwani Kumar SHARMA

Frontiers in Energy 2015, Volume 9, Issue 4,   Pages 472-485 doi: 10.1007/s11708-015-0373-7

Abstract: The composite load is a combination of the static and dynamic load model.To develop this composite load model, the exponential load is used as a static load model and inductionmotors (IMs) are used as a dynamic load model.This aggregate model is used as a dynamic load model.exponential model of static load and for the fifth and third order IM dynamic load model using state

Keywords： isolated hybrid power system (IHPS)     composite load model     static load     dynamic load     induction motor loadmodel     aggregate load    

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on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their StayCables Article

Khawaja Ali, Hiroshi Katsuchi, Hitoshi Yamada

Engineering 2021, Volume 7, Issue 1,   Pages 111-123 doi: 10.1016/j.eng.2020.07.021

Abstract: cables., the international standards for bridge design stipulate different safety factors for stay cables ofTo address this misconception, a comparative study was carried out on the safety factors of stay cablescables.cables.

Keywords： Cable-stayed bridge     Extradosed bridge     Redundancy     Stay cable     Safety factor     Reliability analysis    

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The New Consideration of the Hydropower Installed Capacity

Xiong Kaizhi,Cheng Liqin

Strategic Study of CAE 2007, Volume 9, Issue 8,   Pages 26-29

Abstract:

This paper investigates the load development of power systems, the characteristicsof the hydropower, and the tremendous advantages of the hydropower in peak adjusting of power systems

Keywords： hydropower     installed capacity     peak adjusting     power system    

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Calculation method of load distribution on pipe threaded connections under tension load

Shoujun CHEN, Lianxin GAO, Qi AN

Frontiers of Mechanical Engineering 2011, Volume 6, Issue 2,   Pages 241-248 doi: 10.1007/s11465-011-0219-x

Abstract:

This paper presents a new calculation method that can calculate the load distribution on pipe threadedconnections under tension load.the new method on the sample of P-110S pipe threaded connection, the obtained results show that the loadThe model offers a new way to calculate the loads carried on the thread teeth under tension load.

Keywords： load distribution     calculation method     pipe threaded connections     tension load    

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Title Author Date Type Operation

Concrete-Filled Steel Tube Arch Bridges in China

Jielian Zheng, Jianjun Wang

Journal Article

Improvement of part-load performance of gas turbine by adjusting compressor inlet air temperature and

Journal Article

Technology for long cable erection of a thousand-meter scale cable-stayed bridge

Rao Huarong,Deng Huibin

Journal Article

Testing of wire ropes used repeatedly as catwalk load bearing cables in construction of suspension bridge

Zhou Chang,Jin Cang and Wu Jianqiang

Journal Article

Parametric oscillation of cables and aerodynamic effect

Yong XIA, Jing ZHANG, Youlin XU, Yozo FUJINO,

Journal Article

Appendiceal inflammation affects the length of stay following appendicectomy amongst children: a myth

Khurram Siddique, Shirin Mirza, Gandra Harinath

Journal Article

Vortex-induced vibration of stay cable under profile velocity using CFD numerical simulation method

Wenli CHEN, Hui LI,

Journal Article

Heterogeneous length-of-stay modeling of post-acute care residents in the nursing home with competing

Journal Article

Study on longitudinal wind load calculation method of cables for cablestayed bridge

Pei Minshan,Zhang Xigang,Zhu Bin,Hou Bin,Liu Changpeng

Journal Article

The error adjusting method of lineshape control for the middle steel tower of Taizhou Bridge

Zhang Xiangqun,Wang Lin and You Xinpeng

Journal Article

Are Virtual Conferences Here to Stay?

Chris Palmer

Journal Article

Estimation of composite load model with aggregate induction motor dynamic load for an isolated hybrid

Nitin Kumar SAXENA,Ashwani Kumar SHARMA

Journal Article

on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their StayCables

Khawaja Ali, Hiroshi Katsuchi, Hitoshi Yamada

Journal Article

The New Consideration of the Hydropower Installed Capacity

Xiong Kaizhi,Cheng Liqin

Journal Article

Calculation method of load distribution on pipe threaded connections under tension load

Shoujun CHEN, Lianxin GAO, Qi AN

Journal Article