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Several issues to be considered for long-term better behavior of concrete gravity dams

Jinsheng JIA,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 1,   Pages 40-46 doi: 10.1007/s11709-010-0006-5

Abstract: The life span and the real safety status of old dams becomes a challenging task for the dam society,operated since 1943 and suffered uplift pressure, freeze and thaw problems, etc., discussions on the lifespan evaluation of old concrete gravity dams have been made.

Keywords： dam safety     economic life span     structural life span     environmental life span     rehabilitation     social decision    

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Frontier of continuous structural health monitoring system for short & medium span bridges and condition

Ayaho MIYAMOTO, Risto KIVILUOMA, Akito YABE

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 3,   Pages 569-604 doi: 10.1007/s11709-018-0498-y

Abstract: (10-20 m) bridges because there are a huge amount of short and medium span bridges in service in themanagement is to develop a method of safety(condition) assessment on items which include remaining lifeon the qualitative or quantitative information, mainly two advanced structural health monitoring systemsto assess the structural safety(performance) and derive optimal strategies for maintenance using reliabilitythe influence of dynamic disturbances due to such factors as the roughness of the road surface, and a structural

Keywords： condition assessment     short & medium span bridge     structural health monitoring(SHM)     long-term data collection    

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Service Life Supervision for Individual Aircraft Structural System Based on Aircraft Structural Life

He Yuting

Strategic Study of CAE 2006, Volume 8, Issue 6,   Pages 23-27

Abstract:

Based on the analysis of the aircraft structural life envelope (ASLE) under the baseline operationalconditions, an approach of establishment of aircraft structural life envelope (ASLE) under nonbaselineThe method of service life supervision for individual aircraft structural system(SLSFIASS) under nonbaselineTaking the supervision of the time between the first and second overhauls for an aircraft structural

Keywords： aircraft structure     life envelope     service life supervision     time between overhauls    

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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).The structural design of the HRT, taking account of the disturbance by the ST construction, was analyzed

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

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Sustainable development oriented design theory ofengineering structures in whole life cycle

Jin Weiliang and Zhong Xiaoping

Strategic Study of CAE 2012, Volume 14, Issue 3,   Pages 100-107

Abstract: justify;">In this study, a durability design theory system for engineering structures' whole life-cyclein the whole life time domain.The performance index, economic index and service life index are considered as key indexes in the wholeThe proposed new durability design theory system could be used in structural performance optimizationin whole life period and consequently results in the promotion of environment-friendly and resource

Keywords： sustainable development-oriented design theory     structural whole life     structural reliability     structurallifecycle cost     structural service life    

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A Study on Methodology for Predicting the Damage to Structural Materials and Remaining Life of Process

Dai Shuhe

Strategic Study of CAE 1999, Volume 1, Issue 3,   Pages 63-68

Abstract:

The universe of methodology for predicting the damage to structural materials and remaining life ofThe technique for predicting the damage to structural materials and remaining life of process equipment

In this study, a series of new techniques for predicting the damage to structural materialsand remaining life of porcess equipment have been developed, which are based on principles of approximate

Keywords： damage to structural materials     life prediction     process equipment    

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Research and Implementations of Structural Monitoring for Bridges and Buildings in Japan—A Review Review

Yozo Fujino, Dionysius M. Siringoringo, Yoshiki Ikeda, Tomonori Nagayama, Tsukasa Mizutani

Engineering 2019, Volume 5, Issue 6,   Pages 1093-1119 doi: 10.1016/j.eng.2019.09.006

Abstract:

This paper provides a review on the development of structural monitoring in Japan, with an emphasisStructural monitoring systems in Japan historically started with the objective of evaluating structuralIn the development of structural monitoring, monitoring systems and collected data were used to verifyStrategies and case studies on monitoring for the design verification of long-span bridges and tall buildingsretrofit, the verification of structural control systems (passive, semiactive, and active), structural

Keywords： Structural monitoring     Long-span bridge     High-rise building     Seismic monitoring     Wind-induced responses     Pavement and slab monitoring     Structural control monitoring     Structural assessment    

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Control mode selection for modal control of long-span arch bridge

Zhengying LI, Zhengliang LI,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4,   Pages 401-406 doi: 10.1007/s11709-009-0052-z

Abstract: For seismic control of arch bridge, a model reduction of long-span arch bridge was implemented basedThe numerical results show that the method of maximal modal displacement better analyze long-span arch

Keywords： selection     reduced-order     excitation     long-span     simplified    

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State-of-the-art of long-span bridge engineering in China

XIANG Haifan, GE Yaojun

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 4,   Pages 379-388 doi: 10.1007/s11709-007-0051-x

Abstract: introduces the state-of-the-art of longspan bridge engineering in China with emphases on recent long-spanbridge projects, bridge deck configuration and material, design codes of long-span bridges and improvement

Keywords： bridge engineering     state-of-the-art     long-span bridge     configuration     improvement    

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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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Study on new assessment system for safety health monitoring of Xihoumen and Jintang Bridges

Zheng Chun,Wu Chongnan,Zhang Xinyue,Shen Wang,Liang Zhu,Ma Qin

Strategic Study of CAE 2010, Volume 12, Issue 7,   Pages 84-89

Abstract:

With the development of health monitoring system for the long span bridgemonitoring system, the authors designed a new assessment system, making comprehensive assessment of long span

Keywords： long span bridge     structural assessment system     structure pre-warning system    

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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-spanbridges during the past decades as well as the current operation status of the existing long-span bridgestechnology, which is expected to guide the development direction for the construction of future super long-span

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

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Innovative steel-UHPC composite bridge girders for long-span bridges

Xudong SHAO, Lu DENG, Junhui CAO

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4,   Pages 981-989 doi: 10.1007/s11709-019-0531-9

Abstract: Steel and steel-concrete composite girders are two types of girders commonly used for long-span bridgesThus, to improve the serviceability and durability of girders for long-span bridges, three new typescoefficient, low risk of cracking, and excellent durability, making them competitive alternatives for long-spanIt is expected that the application of the new steel-UHPC composite girders on long-span bridges will

Keywords： steel-UHPC composite bridge girder     long-span bridge     orthotropic steel deck     fatigue cracking     durability    

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Theoretical Study and Engineering Practice of Long-Span Spatial Structures

Shen Shizhao

Strategic Study of CAE 2001, Volume 3, Issue 3,   Pages 34-41

Abstract:

The development of long-span spatial structures is characterized by the continual innovation of structuralintroduced in this article as examples to demonstrate the efforts of Chinese engineers to create innovative structural

Keywords： spatial structures     reticulated shells     cable-suspended structures     membrane structures     structural stability    

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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.The 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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Title Author Date Type Operation

Several issues to be considered for long-term better behavior of concrete gravity dams

Jinsheng JIA,

Journal Article

Frontier of continuous structural health monitoring system for short & medium span bridges and condition

Ayaho MIYAMOTO, Risto KIVILUOMA, Akito YABE

Journal Article

Service Life Supervision for Individual Aircraft Structural System Based on Aircraft Structural Life

He Yuting

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

Sustainable development oriented design theory ofengineering structures in whole life cycle

Jin Weiliang and Zhong Xiaoping

Journal Article

A Study on Methodology for Predicting the Damage to Structural Materials and Remaining Life of Process

Dai Shuhe

Journal Article

Research and Implementations of Structural Monitoring for Bridges and Buildings in Japan—A Review

Yozo Fujino, Dionysius M. Siringoringo, Yoshiki Ikeda, Tomonori Nagayama, Tsukasa Mizutani

Journal Article

Control mode selection for modal control of long-span arch bridge

Zhengying LI, Zhengliang LI,

Journal Article

State-of-the-art of long-span bridge engineering in China

XIANG Haifan, GE Yaojun

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

Study on new assessment system for safety health monitoring of Xihoumen and Jintang Bridges

Zheng Chun,Wu Chongnan,Zhang Xinyue,Shen Wang,Liang Zhu,Ma Qin

Journal Article

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

Journal Article

Innovative steel-UHPC composite bridge girders for long-span bridges

Xudong SHAO, Lu DENG, Junhui CAO

Journal Article

Theoretical Study and Engineering Practice of Long-Span Spatial Structures

Shen Shizhao

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