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Improvement of mechanical behavior of buried pipelines subjected to strike-slip faulting using textured pipeline

Frontiers of Structural and Civil Engineering 2019年第5期13卷 1105-1119页

作者： Mahdi IZADI khosrow bargi School of Civil Engineering College of EngineeringUniversity of TehranTehranIran

The present study investigates the mechanical behavior of a new generation of buried pipelines, dubbed the textured pipeline, which is subjected to strike-slip faulting. In conventional cylindrical pipelines, the axial and bending stresses brought about in their walls as a result of fault movement, lead to local buckling, which is construed as one of the major reasons contributing to pipeline failure. The present study has assessed 3-D numerical models of two kinds of buried textured pipelines, with 6 and 12 peripheral triangular facets, subjected to a strike-slip faulting normal to the axis of the pipelines, with and without internal pressure, with the two kinds of X65 and X80 steel, and with different diameter-to-thickness ratios. The results indicate that, because of specific geometry of this pipeline shell which is characterized by having lower axial stiffness and higher bending stiffness, compared to conventional cylindrical pipeline, they are considerably resistant to local (buckling. The results of this study can be conceived of as a first step toward comprehensive seismic studies on this generation of pipelines which aim at replacing the conventional cylindrical pipelines with textured ones in areas subjected to fault movement.

关键词： buried pipeline textured pipeline local buckling

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Contribution of tuned liquid column gas dampers to the performance of offshore wind turbines under wind, wave, and seismic excitations

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Earthquake Engineering and Engineering Vibration 2016年第3期15卷 551-561页

作者： khosrow bargi Reza Dezvareh Seyed Amin Mousavi School of Civil Engineering College of Engineering University of Tehran

The main intention of the present study is to reduce wind, wave, and seismic induced vibrations of jacket- type offshore wind turbines （JOWTs） through a newly developed vibration absorber, called tuned liquid column gas damper （TLCGD）. Using a Simulink-based model, an analytical model is developed to simulate global behavior of JOWTs under different dynamic excitations. The study is followed by a parametric study to explore efficiency of the TLCGD in terms of nacelle acceleration reduction under wind, wave, and earthquake loads. Study results indicate that optimum frequency of the TLCGD is rather insensitive to excitation type. In addition, while the gain in vibration control from TLCGDs with higher mass ratios is generally more pronounced, heavy TLCGDs are more sensitive to their tuned frequency such that ill-regulated TLCGD with high mass ratio can lead to destructive results. It is revealed that a well regulated TLCGD has noticeable contribution to the dynamic response of the JOWT under any excitation.

关键词： offshore wind turbine wind load wave load seismic load tuned liquid column gas damper

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

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Frontiers of Structural and Civil Engineering 2013年第3期7卷 325-331页

作者： Mostafa Shahrabi khosrow bargi School of Civil Engineering College of EngineeringUniversity of TehranTehran 11155-4563Iran

The objective of this study is to develop a procedure to analyze the motions of a floating pier comprised of several pontoons that are modeled as rigid bodies and connected to each other by flexible and rigid ***,the use of floating piers has increased because of their advantages,such as faster and higher-quality construction,seismic force isolation for a full-scale mooring system,low dependence on local soil conditions and tides,ability to relocate or reconfigure the pier modules during the operation period and 75-100 years of repair-free service.A floating pier consists of a pier,access bridge,mooring system and fender system,each of which comes in many variations to suit different usages and construction *** typical loads used in the design of these piers are dead loads,live loads,mooring loads,fender loads and environmental loads induced by wind,currents and *** numerical simulation,three types of piers are used:passenger piers,light-cargo piers and semi-heavy-cargo *** selected piers consist of several large pontoons joined by pivots and have a pile-based mooring *** piers are modeled by SAP2000software as two-dimensional frames that are linked *** the first step,each type of pier is subjected to loading,and its general behavior is *** to this behavior,the major load combinations are described for the design of piers and analyzed to determine the behavior of the ***,according to the analysis results and the safe use and stability considerations,such as the maximum draft and longitudinal gradient,the dimensions of each module in each pier type are presented.

关键词： coastal structures numerical simulation floating pier rigid pontoons stability

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Optimum geometry of tuned liquid column-gas damper for control of offshore jacket platform vibrations under seismic excitation

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Earthquake Engineering and Engineering Vibration 2012年第4期11卷 579-592页

作者： Seyed Amin Mousavi Seyed Mehdi Zahrai khosrow bargi R & D Department Sabok Sazane Sarie Engineering Company Center of Excellence for Engineering and Management of Civil Infrastructures School of Civil Engineering Pardis College of EngineeringThe University of TehranIran

In this study, the effectiveness of a tuned liquid column-gas damper, TLCGD, on *** of seismic-induced vibrations of steel jacket platforms is evaluated. TLCGD is an interesting choice in the case of jacket platforms because it is possible to use the structural elements as the horizontal column of the TLCGD. The objective here is to find the optimum geometric parameters, namely orientation and configuration of vertical columns, length ratio, and area ratio of the TLCGD, considering nonlinear damping of the TLCGD and water-structure interaction between the jacket platform and sea water. The effects of different characteristics of ground motion such as PGA and frequency content on the optimum geometry are also investigated and it is observed that these features have some influence on the optimum area ratio. Finally it is observed that pulse arrangement of ground acceleration is one of the most important parameters affecting the efficiency of a TLCGD. In other words, it is found that the TLCGD＇s capability to reduce the RMS responses depends only on the frequency content of the ground acceleration, but its capability to reduce the maximum responses depends on both the frequency content and the pulse arrangement of the ground acceleration.

关键词： passive control tuned liquid column damper TLCGD offshore platform optimum geometry

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