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-acetylglucosamine 1

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Intelligent optimization of temperature control and crack prevention measures for sluice pier concrete

Huang Yaoying,Ding Yuemei,Lv Xiaoman and Xu Bailin

Strategic Study of CAE 2014, Volume 16, Issue 3, Pages 59-63

Abstract:

To the sluice pier concrete，temperature control and crack prevention is a complex and multi- factorknown concrete material thermodynamics parameters，takes minimum values of the relationships between the sluicepier concrete structure’s internal/surface principal tensile stress duration curve and tensilestrength growth curve as inputs and the sluice pier superficial heat preservation effect，pouring temperaturepier concrete structure with cooling pipe，and gets samples to train network to describe the nonlinear

Keywords： sluice pier superficial heat preservation water cooling pouring temperature intelligent optimization

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Study of the mechanics of progressive collapse of FPB isolated beam-pier substructures

Jingcai ZHANG; Yong DING; Xinchun GUAN

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 6, Pages 718-728 doi: 10.1007/s11709-022-0815-3

Abstract: This paper presents a simplified model to assess the progressive collapse response of beam-pier substructure

Keywords： friction pendulum bearing progressive collapse horizontal stiffness compressive arching action catenary action

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Construction technology on pile foundation of No. 6 main pier in Dashengguan Yangtze Bridge

Hongbin YU , Zeping LIAN ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3, Pages 339-343 doi: 10.1007/s11709-009-0047-9

Abstract: Based on pile foundation construction of No. 6 main pier, deep mudstone geological foundation and deep-waterThe results show that this method can ensure successfully the construction of pier foundation to satisfy

Keywords： PHP slurry KTY4000 drilling machine KPG3000A drilling machine spread drill

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Antibodies Targeting a Conserved Surface Polysaccharide Are Protective Against a Wide Range of Microbial Pathogens Producing β-1–6-Linked Poly-N-Acetylglucosamine (PNAG)

Pier,

Engineering doi: 10.1016/j.eng.2023.09.012

Abstract: The β-1–6-linked poly-N-acetylglucosamine (PNAG) polymer is a conserved surface polysaccharide produced by many bacteria, fungi, and protozoan (and even filarial) parasites. This wide-ranging expression makes PNAG an attractive target for vaccine development, as it potentially encompasses a broad range of microorganisms. Significant progress has been made in discovering important properties of the biology of PNAG expression in recent years. The molecular characterization and regulation of operons for the production of PNAG biosynthetic proteins and enzymes have been studied in many bacteria. In addition, the physiological function of PNAG has been further elucidated. PNAG-based vaccines and PNAG-targeting antibodies have shown great efficacy in preclinical research. Furthermore, clinical tests for both vaccines and antibodies have been carried out in humans and economically important animals, and the results are promising. Although it is not destined to be a smooth road, we are optimistic about new vaccines and immunotherapeutics targeting PNAG becoming validated and eventually licensed for clinical use against multiple infectious agents.

Keywords： Poly- N -acetylglucosamine Conjugate vaccine Monoclonal antibody

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Application and Research on Concrete-Filled Steel Bridge Piers

Zang Hua ,Liu Zhao

Strategic Study of CAE 2007, Volume 9, Issue 7, Pages 71-75

Abstract:

The characteristics of concrete-filled steel bridge piers were presented briefly in the paper. The status of application and research on concrete-filled steel bridge piers was summarized. The prospects of application and changing of its structural type of concrete-filled steel bridge piers were predicted. Order to promote future application and research of the new-style piers for bridge structures in China.

Keywords： concrete-filled steel tube bridge pier application research

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Numerical simulation of multi-body floating piers to investigate pontoon stability

Mostafa Shahrabi, Khosrow Bargi

Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 3, Pages 325-331 doi: 10.1007/s11709-013-0209-7

Abstract: The objective of this study is to develop a procedure to analyze the motions of a floating pier comprisedmooring system, low dependence on local soil conditions and tides, ability to relocate or reconfigure the pierA floating pier consists of a pier, access bridge, mooring system and fender system, each of which comesAs the first step, each type of pier is subjected to loading, and its general behavior is assessed.considerations, such as the maximum draft and longitudinal gradient, the dimensions of each module in each pier

Keywords： coastal structures numerical simulation floating pier rigid pontoons stability

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Seismic performance of precast hollow bridge piers with different construction details

Zhiqiang WANG,Jiping GE,Hongyi WEI

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 4, Pages 399-413 doi: 10.1007/s11709-014-0273-7

Abstract: the hollow bridge piers which had different design details, six specimens of hollow section bridge pierThe specimens consist of the monolithic cast-in-place concrete bridge pier, precast segmental prestressedpier with cast-in-place joint and precast segmental concrete bridge pier with dry joints.The bridge pier with bonded prestressed strands exhibits better energy dissipation capacity and higherThe bridge pier with both bonded prestressed strands at the edge of the section and un-bonded in the

Keywords： hollow pier seismic performance cyclic load precast concrete bridge columns

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Particle swarm optimization model to predict scour depth around a bridge pier

Shahaboddin SHAMSHIRBAND, Amir MOSAVI, Timon RABCZUK

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 4, Pages 855-866 doi: 10.1007/s11709-020-0619-2

Abstract: Moreover, the ratio of pier width to flow depth and ratio of 50 (mean particle diameter) to flow depth

Keywords： and construction particle swarm optimization computational mechanics artificial intelligence bridge pier

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Technology on settlement monitoring and evaluation in bridge pier in Beijing-Tianjin inter-city railway

Ding Yuanwen

Strategic Study of CAE 2009, Volume 11, Issue 1, Pages 43-47

Abstract:

Specific requirements and methods of settlement monitoring which are used in bridge of unballasted track passenger dedicated line or high-speed railway are introduced systematically, and mathematical model and determinant conditions of settlement are proposed simultaneously, taking Beijing-Tianjin inter-city railway as an example.

Keywords： Beijing-Tianjin inter-city railway bridge settlement monitoring evaluation

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Seismic safety evaluation methodology for masonry building and retrofitting using splint and bandage technique with wire mesh

Pravin Kumar Venkat Rao PADALU; Yogendra SINGH

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 4, Pages 478-505 doi: 10.1007/s11709-022-0817-1

Abstract: The first approach uses the ‘Pier Analysis’ method, based on the concept of equivalent lateral stiffnessIt is also observed that the pier analysis method is conservative compared to FEM, but can be used asThe study using the ‘Pier Analysis’ shows that the lateral load capacity of unsafe URM piers can be enhanced

Keywords： unreinforced masonry seismic in-plane and out-of-plane forces pier analysis finite element modelling

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Key technology research on construction for the middle tower of suspension bridge

Tian Wei,Liu Jianbo and You Xinpeng

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 23-28

Abstract: Based on previous study, using the technology of up-stream and down-stream anchor pier positioning and

Keywords： Taizhou Bridge anchor pier positioning real time monitoring control measure in final stage whole process

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The design philosophy and bridge’s technical innovation of Hong Kong-Zhuhai-Macau Bridge

Meng Fanchao,Liu Minghu,Wu Weisheng,Zhang Gejun and Zhang Liang

Strategic Study of CAE 2015, Volume 17, Issue 1, Pages 27-35

Abstract:

This article introduces the project overview，construction goal and design philosophy of Hong Kong-Zhuhai-Macao Bridge. Based on large scale，factory production，standardiza-tion and assemble line，the innovative concept is taken as the general principle for design with the emphasis on description of the new material，new technology，new construction method and new equipment used in the design. The application of innovative technology has provided a solid foundation and favorable guarantee for project quality and design service life.

Keywords： steel tubular composite pile；method of prefabricated pier and pile cap embedded below seabed；?

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Title Author Date Type Operation

Intelligent optimization of temperature control and crack prevention measures for sluice pier concrete

Huang Yaoying,Ding Yuemei,Lv Xiaoman and Xu Bailin

Journal Article

Study of the mechanics of progressive collapse of FPB isolated beam-pier substructures

Jingcai ZHANG; Yong DING; Xinchun GUAN

Journal Article

Construction technology on pile foundation of No. 6 main pier in Dashengguan Yangtze Bridge

Hongbin YU , Zeping LIAN ,

Journal Article

Antibodies Targeting a Conserved Surface Polysaccharide Are Protective Against a Wide Range of Microbial Pathogens Producing β-1–6-Linked Poly-N-Acetylglucosamine (PNAG)

Pier,

Journal Article

Application and Research on Concrete-Filled Steel Bridge Piers

Zang Hua ,Liu Zhao

Journal Article

Numerical simulation of multi-body floating piers to investigate pontoon stability

Mostafa Shahrabi, Khosrow Bargi

Journal Article

Seismic performance of precast hollow bridge piers with different construction details

Zhiqiang WANG,Jiping GE,Hongyi WEI

Journal Article

Particle swarm optimization model to predict scour depth around a bridge pier