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Study on treatment technology for heavily polluted river in Shenyang—Fushun Section of Hunhe River basin

Peng Jianfeng,Song Yonghui,Gao Hongjie,Ren Zhaoyong,Li Rui,Yu Huibin

Strategic Study of CAE 2013, Volume 15, Issue 3,   Pages 103-106

Abstract:

The novel remediation technologies for heavily polluted river in Shenyang—Fushun Section of Hunhe River basin were adopted according to their wastewater sources and water

Keywords： heavily polluted river     Shenyang—Fushun Section     tidal-flow wetland     applicability    

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Introduction to the special section for ACMFMS 2010

Jinhao QIU

Frontiers of Mechanical Engineering 2011, Volume 6, Issue 3,   Pages 271-271 doi: 10.1007/s11465-011-0239-6

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The Spatial Spillover Effects of Infrastructure on Economic Growth in Shenyang Economic Zone

Ying-hui Xiang,Ting-ting Zhang,Qiu-yang Ren

Frontiers of Engineering Management 2016, Volume 3, Issue 3,   Pages 290-293 doi: 10.15302/J-FEM-2016041

Abstract: spillover effects of infrastructure on regional economic growth by using the panel data of eight cities of Shenyangpositive effects on local economic growth, demonstrating that the spillover effects of infrastructure in Shenyang

Keywords： Shenyang Economic Zone     infrastructure     spatial spillover     economic growth     coordinated development    

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Study on shear resistance of aluminum alloy I-section members

DONG Zhen, ZHANG Qilin

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 1,   Pages 79-86 doi: 10.1007/s11709-008-0007-9

Abstract: The design method for the shear resistance of aluminum alloy I-section members is presented, taking intoThe deflection of aluminum alloy I-section members under concentrated load is simulated by using therelation of shear resistance to the maximum web displacement reflects that the web of aluminum alloy I-sectionHowever, the traditional design method is not able to give the real shear resistance of aluminum alloy I-sectionThe proposed design formulas for the shear resistance of aluminum alloy I-section members is used to

Keywords： formulas     displacement     deflection     relation     I-section member    

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Introduction to the special section on the 12

Zhen-Min CHENG

Frontiers of Chemical Science and Engineering 2009, Volume 3, Issue 1,   Pages 1-1 doi: 10.1007/s11705-009-0003-1

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Calculation of diagonal section and cross-section bending capacity for strengthening RC structure using

Shouping SHANG , Fangyuan ZHOU , Wei LIU ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3,   Pages 330-338 doi: 10.1007/s11709-009-0046-x

Abstract: This paper introduces the formula of cross-section bending capacity for strengthening concrete beamsA comparative analysis of experimental data, as well as the calculation of diagonal section bearing capacity

Keywords： RC beams     high-performance ferrocement laminate (HPFL)     inorganic material     reinforcement    

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Torsional behavior of triangular web profile (TRIWP) steel section by experimental study

Fatimah DE’NAN,Hazwani HASAN,Mohd Hanim OSMAN,Sariffudin SAAD

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 4,   Pages 409-419 doi: 10.1007/s11709-016-0358-6

Abstract: A triangular web profile (TriWP) is a modified section where the flanges are connected to a web platerotational angle, the torsional rotation for all TriWP steel sections were smaller than that of the FW steel sectionshown that the TriWP steel sections had better resistance against torsion in comparison to FW steel section

Keywords： corrugated web     i-beam     non uniform steel section     torsion resistance     torsion angle     triangular web profilesteel section    

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Demands and challenges for construction of marine infrastructures in China

Huajun LI; Yong LIU; Bingchen LIANG; Fushun LIU; Guoxiang WU; Junfeng DU; Huimin HOU; Aijun LI; Luming

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 5,   Pages 551-563 doi: 10.1007/s11709-022-0839-8

Abstract: The oceans are crucial to human civilization. They provide core support for exploitation and utilization of marine space, resources, and energy. Thus, marine infrastructures are vital to a nation’s economic sustainable development. To this end, this article first describes the main challenges in current ocean utilization, and then reviews the China’s ocean engineering progress. As such, six major sectors are evaluated: 1) global climate change and marine environment, 2) comprehensive utilization of marine space, 3) marine transportation infrastructure interconnection, 4) ocean clean energy development and maricultural facilities, 5) ecological crisis and marine engineering countermeasures, and 6) marine infrastructure operation safety and maintenance. Finally, perspectives on future directions of ocean utilization and marine infrastructure construction in China are provided.

Keywords： marine infrastructures     ocean engineering     exploitation of marine resource     coastal development     emerging marine industries     technological challenges    

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Introduction to the Special Section on Biomedical Devices for Personal Health Applications

I-Ming CHEN

Frontiers of Mechanical Engineering 2011, Volume 6, Issue 1,   Pages 1-2 doi: 10.1007/s11465-011-0210-6

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Introduction to the special section on the Symposium on Computational Fluid Dynamics and Molecular Simulation

Tianwei TAN, Peiyong QIN,

Frontiers of Chemical Science and Engineering 2010, Volume 4, Issue 3,   Pages 241-241 doi: 10.1007/s11705-009-0285-3

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Shear strength model of the reinforced concrete beams with embedded through-section strengthening bars

Linh Van Hong BUI; Phuoc Trong NGUYEN

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 7,   Pages 843-857 doi: 10.1007/s11709-022-0834-0

Abstract: investigate the shear capacity of reinforced concrete (RC) beams strengthened with embedded through-section

Keywords： embedded through-section     strengthening     fiber-reinforced polymer     finite element     shear strength model    

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Sinopec Dalian（Fushun） Research Institute of Petroleum and Petochemicals

Strategic Study of CAE 2001, Volume 3, Issue 6,   Pages 93-94

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Improving retrieval precision of NO

Jinpeng YANG

Frontiers of Mechanical Engineering 2009, Volume 4, Issue 1,   Pages 92-96 doi: 10.1007/s11465-009-0001-5

Abstract: The NO density error retrieved by the traditional method of differential optical absorption spectroscopy (DOAS) was analyzed. The technique for reducing the error is proposed and used to obtain the NO density of Chengdu through DOAS.

Keywords： absorption structure     low-frequency structure     absorption cross-section     NO2 density    

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Behavior of concrete-filled double skin steel tubular columns with octagon section under axial compression

YANG Junjie, PENG Guojun, XU Hanyong

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 3,   Pages 205-210 doi: 10.1007/s11709-008-0035-5

Abstract: skin steel tube (CFDSST) members with circular or square sections, a new kind of CFDSST with octagonal section, where the outer tube has an octagonal section and the inner tube has a circular section, is proposedBehaviors of the CFDSST members with octagon section subjected to axial compression are investigated,It is indicated that the bearing capacity of the columns with octagonal section is larger than that withsquare section and is smaller than that with circular section, and the bearing capacity of members is

Keywords： mathematical     numerical     compression     stress-strain relationship     straight    

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Trial design of arch bridge of composite box section with steel web-concrete flange

Jiangang WEI, Qingwei HUANG, Baochun CHEN,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 3,   Pages 370-375 doi: 10.1007/s11709-010-0073-7

Abstract: The concrete arch bridge is a natural and appropriate structural solution, aesthetically pleasing and easily integrated into the environment, especially in mountainous and island areas. However, construction difficulty and cost will increase with heavy self-weight when the span enlarges. A potential solution is to use a composite box arch ring with steel web-concrete flange. Taking Wanzhou Yangtze River Bridge (the longest concrete arch bridge in the world with a main span of 420 m) as a prototype, trial designs of a composite box arch with steel webs (including corrugated steel webs and plain steel webs) and concrete flanges were carried out. Comparison of quantities and structural behaviors of the prototype concrete arch with the two trial designed composite arch was presented. It is shown that the self-weight of the composite arch can reduce about 28% and the structures can meet the design requirements, therefore it is possible to use the two composite arches in long span arch bridges.

Keywords： steel webs     concrete     box arch     trial design     structural behaviors     finite element method    

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Title Author Date Type Operation

Study on treatment technology for heavily polluted river in Shenyang—Fushun Section of Hunhe River basin

Peng Jianfeng,Song Yonghui,Gao Hongjie,Ren Zhaoyong,Li Rui,Yu Huibin

Journal Article

Introduction to the special section for ACMFMS 2010

Jinhao QIU

Journal Article

The Spatial Spillover Effects of Infrastructure on Economic Growth in Shenyang Economic Zone

Ying-hui Xiang,Ting-ting Zhang,Qiu-yang Ren

Journal Article

Study on shear resistance of aluminum alloy I-section members

DONG Zhen, ZHANG Qilin

Journal Article

Introduction to the special section on the 12

Zhen-Min CHENG

Journal Article

Calculation of diagonal section and cross-section bending capacity for strengthening RC structure using

Shouping SHANG , Fangyuan ZHOU , Wei LIU ,

Journal Article

Torsional behavior of triangular web profile (TRIWP) steel section by experimental study

Fatimah DE’NAN,Hazwani HASAN,Mohd Hanim OSMAN,Sariffudin SAAD

Journal Article

Demands and challenges for construction of marine infrastructures in China

Huajun LI; Yong LIU; Bingchen LIANG; Fushun LIU; Guoxiang WU; Junfeng DU; Huimin HOU; Aijun LI; Luming

Journal Article

Introduction to the Special Section on Biomedical Devices for Personal Health Applications

I-Ming CHEN

Journal Article

Introduction to the special section on the Symposium on Computational Fluid Dynamics and Molecular Simulation

Tianwei TAN, Peiyong QIN,

Journal Article

Shear strength model of the reinforced concrete beams with embedded through-section strengthening bars

Linh Van Hong BUI; Phuoc Trong NGUYEN

Journal Article

Sinopec Dalian（Fushun） Research Institute of Petroleum and Petochemicals

Journal Article

Improving retrieval precision of NO

Jinpeng YANG

Journal Article

Behavior of concrete-filled double skin steel tubular columns with octagon section under axial compression

YANG Junjie, PENG Guojun, XU Hanyong

Journal Article

Trial design of arch bridge of composite box section with steel web-concrete flange

Jiangang WEI, Qingwei HUANG, Baochun CHEN,

Journal Article