CHEN Fu-jian, HUANG Shi-bin, BAO Hui-ming. RELIABILITY ANALYSIS OF MAXIMUM SPEED LIMIT FOR EXPRESSWAY OPERATION AGAINST DISASTROUS EVENTS[J]. Engineering Mechanics, 2011, 28(增刊I): 94-098.
Citation: CHEN Fu-jian, HUANG Shi-bin, BAO Hui-ming. RELIABILITY ANALYSIS OF MAXIMUM SPEED LIMIT FOR EXPRESSWAY OPERATION AGAINST DISASTROUS EVENTS[J]. Engineering Mechanics, 2011, 28(增刊I): 94-098.

RELIABILITY ANALYSIS OF MAXIMUM SPEED LIMIT FOR EXPRESSWAY OPERATION AGAINST DISASTROUS EVENTS

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • To solve the problems in the current deterministic method for determining a maximum speed limit for expressway operation against disastrous events, a reliability method was presented. The dynamic analysis was made for vehicle traveling at a horizontal curve of expressway, and respective maximum allowable speeds were deduced for vehicle in horizontal circular motion without sliding and that in emergency stopping without hitting an obstacle in the visual range. Based on Reliability engineering, the reliability of a maximum speed limit was defined. With safety of horizontal circular motion and emergency stopping as constraints, the performance function of the maximum speed limit was established and the model for calculation of its reliability and reliable indicator were deduced. For solution of the reliability model, Monte Carlo method was recommended due to multi-parameter high complexity of the non-linear performance function. With a self-developed program, a case study was conducted to illustrate the reliability analysis of the maximum speed limit for expressway safety management under a detrimental event. The reliability method for determining a maximum speed limit of expressway operation is helpful for improving traffic safety.
  • Related Articles

    [1]DONG Xian, WANG Zhan. STOCHASTIC SENSITIVITY ANALYSIS METHOD BASED ON HYBRID NEURAL NETWORK OF IMPROVED CHAOTIC PARTICLE SWARM AND MONTE CARLO[J]. Engineering Mechanics, 2015, 32(12): 49-57. DOI: 10.6052/j.issn.1000-4750.2014.05.0381
    [2]ZHOU Xin-gang, XIA Hui, LI Ke-fei. FVM NUMERICAL ANALYSIS BASED ON MONTE CARLO SIMULATION FOR DURABILITY AND RELIABILITY OF MARINE CONCRETE STRUCTURES[J]. Engineering Mechanics, 2014, 31(9): 166-173. DOI: 10.6052/j.issn.1000-4750.2013.04.0306
    [3]ZHAO Jin-gang, ZHAO Ren-da, ZHAN Yu-lin, ZHANG Ning. STOCHASTIC SENSITIVITY ANALYSIS METHOD BASED ON SUPPORT VECTOR MACHINE AND MONTE CARLO[J]. Engineering Mechanics, 2014, 31(2): 195-202. DOI: 10.6052/j.issn.1000-4750.2012.10.0757
    [4]FANG Yan-feng, GAO Hua-xi. INTERCEPTING TAIL IMPORTANCE SAMPLING METHOD OF STRUCTURAL RELIABILITY BASED ON CAUCHY-INEQUALITY[J]. Engineering Mechanics, 2013, 30(1): 64-68,125. DOI: 10.6052/j.issn.1000-4750.2011.06.0374
    [5]JIN Lu. MONTE CARLO-BASED ANALYSIS METHOD CONSIDERING RANDOM INITIAL IMPERFECTIONS[J]. Engineering Mechanics, 2012, 29(增刊Ⅱ): 93-96. DOI: 10.6052/j.issn.1000-4750.2012.05.S079
    [6]YANG Fei-yue, . SPECIAL BORDER DOMAIN SAMPLING METHOD FOR STRUCTURAL RELIABILITY ANALYSIS[J]. Engineering Mechanics, 2009, 26(9): 56-060.
    [7]CHEN Zhao-hui;TANG Hai-tao. THE EXTREME WIND SPEED PREDICTING MODEL OF TYPHOON BY USING MONTE-CARLO METHOD[J]. Engineering Mechanics, 2009, 26(增刊Ⅰ): 193-197.
    [8]XIE Nan, LIU Jian-kun, MA Li-feng, NIU Fu-jun, WANG Yong. A RELIABILITY ANALYSIS METHOD FOR SLOPE STABILITY IN PERMAFROST REGIONS WITH SMALL SAMPLE SIZE[J]. Engineering Mechanics, 2008, 25(7): 166-171.
    [9]ZHAO Lin, GE Yao-jun, XIANG Hai-fan. MONTE CARLO SIMULATION APPROACHE TO FIRST PASSAGE PROBABILITY IN BRIDGE BUFFETING RESPONSE[J]. Engineering Mechanics, 2006, 23(1): 123-129.
    [10]Jiang Aimin, Ding Haojiang. APPLICATION OF STOCHASTIC BOUNDARY ELEMENT METHOD TO RELIABILITY ANALYSIS OF EARTHDAMS[J]. Engineering Mechanics, 1996, 13(1): 81-85.

Catalog

    Article Metrics

    Article views (1301) PDF downloads (338) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return