Simulation of household evacuation in the 2014 Ludian earthquake

被引:37
作者
Xiao, Mei-Ling [1 ,2 ,3 ]
Chen, Yang [1 ,2 ,3 ]
Yan, Ming-Jiao [1 ,2 ,3 ]
Ye, Liao-Yuan [1 ,2 ,3 ]
Liu, Ben-Yu [1 ,2 ,3 ]
机构
[1] Yunnan Univ, Sch Urban Construct & Management, Kunming 650091, Yunnan, Peoples R China
[2] Yunnan Normal Univ, Kunming 650000, Yunnan, Peoples R China
[3] Yunnan Univ, Coll Resources & Environm, Kunming 650091, Yunnan, Peoples R China
基金
中国国家自然科学基金;
关键词
Ludian earthquake evacuation; Social force model; Effective escaping velocity; Wall layout; Path choice; PEDESTRIAN FLOW; MODEL; DYNAMICS; BEHAVIOR; TRANSITION;
D O I
10.1007/s10518-016-9887-6
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Earthquake evacuation is important to reduce casualties. To identify the requirements for a successful evacuation, we first investigated the casualties in the Ludian earthquake. Then, a simulation model was developed using a typical building destroyed during the earthquake. This model was integrated with the social force model to describe indoor earthquake evacuation behaviors under different conditions. Instantaneous average speed and social forces were estimated. Finally, the acquired safety escape time (ASET) was determined using finite-element method. We adopted the pedestrian library of Any-Logic software to calculate the required safety escape time (RSET) values under different conditions. We found that RSET was greater than ASET. Thus, people at home failed to escape. RSET varied with escaping velocity. RSET decreased as the velocity increased in a certain range. RSET was influenced by people distribution across rooms. Wall designs affected RSET. A reasonable wall layout could shorten the path distance and consequently reduce RSET. The results of the present work implied that ASET is related to earthquake ground motion (EGM). Seismic energy is concentrated at the start of EGM. Therefore, buildings collapse instantly, and people at home hardly escape from the indoors and must seek temporary security zones in their rooms. In addition, the relative velocity seismic response of a building should be considered.
引用
收藏
页码:1757 / 1769
页数:13
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