CN109858122A - Consider that Earthquake Secondary leaves the road evaluation method of object and fire - Google Patents

Consider that Earthquake Secondary leaves the road evaluation method of object and fire Download PDF

Info

Publication number
CN109858122A
CN109858122A CN201910054714.3A CN201910054714A CN109858122A CN 109858122 A CN109858122 A CN 109858122A CN 201910054714 A CN201910054714 A CN 201910054714A CN 109858122 A CN109858122 A CN 109858122A
Authority
CN
China
Prior art keywords
fire
road
building
earthquake
analysis
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910054714.3A
Other languages
Chinese (zh)
Inventor
许镇
靳伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
University of Science and Technology Beijing USTB
Original Assignee
University of Science and Technology Beijing USTB
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by University of Science and Technology Beijing USTB filed Critical University of Science and Technology Beijing USTB
Priority to CN201910054714.3A priority Critical patent/CN109858122A/en
Publication of CN109858122A publication Critical patent/CN109858122A/en
Pending legal-status Critical Current

Links

Landscapes

  • Geophysics And Detection Of Objects (AREA)
  • Alarm Systems (AREA)

Abstract

本发明提供一种考虑地震次生抛落物和火灾的道路通行性评价方法,属于土木工程防灾减灾技术领域。该方法首先根据非线性时程分析和抛落物运动分析确定建筑地震次生抛落物的分布范围,然后通过次生火灾蔓延模型,模拟起火建筑导致的火灾蔓延情况,得到次生火灾的影响范围;再进行次生抛落物和次生火灾对道路影响的时空评价,得到单灾种对道路的影响结果;最后,叠加次生坠物和火灾影响,给出综合的道路通行性评价结果。本发明可以预测城市路网在地震次生抛落物和火灾下的通行性,为震前防灾改造和震后应急救援提供了关键决策依据。

The invention provides a road trafficability evaluation method considering earthquake secondary fallout and fire, and belongs to the technical field of disaster prevention and mitigation of civil engineering. The method firstly determines the distribution range of building earthquake secondary projectiles based on nonlinear time history analysis and projectile motion analysis, and then simulates the fire spread caused by the building on fire through the secondary fire spread model, and obtains the impact of secondary fires. Then carry out the spatiotemporal evaluation of the impact of secondary falling objects and secondary fires on the road, and obtain the impact results of a single disaster on the road; finally, superimpose the impact of secondary falling objects and fires to give a comprehensive road trafficability evaluation result . The invention can predict the trafficability of the urban road network under earthquake secondary fallout and fire, and provides a key decision basis for disaster prevention reconstruction before earthquake and emergency rescue after earthquake.

Description

Consider that Earthquake Secondary leaves the road evaluation method of object and fire
Technical field
It prevents and reduces natural disasters technical field the present invention relates to civil engineering, particularly relates to a kind of consideration Earthquake Secondary and leave object and fire The road evaluation method of calamity.
Background technique
Urban population density is very high, especially megapolis, once earthquake occurs, necessarily will cause serious damage It loses.After earthquake, the road ability problem of urban road is crucial rescue and evacuating personnel.Make urban road traffic network For the channel of matter transportation, it is evacuating personnel when earthquake disaster occurs, rescue worker and construction brigade 5 and transport is sent to combat a natural disaster object Route is provided, is the basis that rescue team reaches disaster relief scene, is life-and-death earthquake relief work lifeline.
In current research work, the work of earthquake effect road is compared sufficiently, many scholars It is all based on different assumed condition and proposes corresponding computation model (debris piling problem in Du Peng traffic system prediction of earthquake calamity The world improvement [J] earthquake engineering, 2007,15 (1): 161-164;State of Zhao is emerging, Chen Huai, and Traffic Systems are commented after Li Jie shake Estimate and the reconstruction world [J] earthquake engineering, 1996,14 (10): 87-96).But existing method, it is main to consider building earthquake collapse Influence to road does not consider that Earthquake Secondary leaves the influence of object and fire, does not account for the common of two kinds of secondary disasters more Effect.Therefore, it to fully consider that seismic secondary disaster influences road, needs to research and develop and considers that Earthquake Secondary leaves object and fire Road evaluation method.
Summary of the invention
The technical problem to be solved in the present invention is to provide the roads that a kind of consideration Earthquake Secondary leaves object and fire Evaluation method.
It is as follows that the method comprising the steps of:
S1: building Earthquake Secondary leaves object analysis: it is anti-to carry out building structure earthquake first with Dynamic time history analysis method It should calculate, obtain floor response data, including story drift, speed, acceleration, relative storey displacement etc.;Then, it carries out going along with sb. to guard him structure Part structure failure judgment;Finally, carrying out leaving object distribution calculating;
S2: it building earthquake fire analysis: using the response of buildings to earthquake calculated result being calculated in S1, uses The building model on fire for returning constraint judges the fire probability of building, considers that heat radiation and heat two factors of emergence carry out fire Sprawling simulation;
S3: road influences space-time analysis: using in the response of buildings to earthquake calculated result and S2 being calculated in S1 The fire of simulation spreads situation, determines that leaving object and fire influences the space-time of road respectively;
S4: object and fire road overlay analysis: are left according to obtained in S3 to the shadow of road It rings as a result, further determining that earthquake leaves two kinds of disasters of object and fire to road with comprehensive overlay analysis method Combined influence.
Wherein, earthquake response calculation method in S1 are as follows: the finite element numerical model for first establishing building structure acts earthquake For input, structural seismic response is solved using elastic-plastic dynamic analysis method.Obtained floor response data includes but is not limited to Floor is displaced time-histories, story drift, each layer relative velocity time-histories, Acceleration time course, damage results.
Fender member structure includes glass curtain wall and external non-structural two class of wall: the failure condition of glass curtain wall is Dglass≥ max(1.25IeΔaA,0.013/hsx);The failure condition of external non-structural wall is Dwall≥max(ΔaA,0.013/hsx);Its In, DglassFor the story drift of glass curtain wall, DwallFor the story drift of external non-structural wall, hsxIt is related to for story drift And layer height;ΔaAFor the permitted story drift limit value of structure, IeTake 1.0;
Leave object distribution calculation formulaWherein, Di,jFor the drop point distance for falling object, vI, jTo throw Junk initial velocity is found out by being displaced with the time, hjFor the height for building j layers of building enclosure in i time step, g adds for gravity Speed.
Fire sprawling analysis is built in S2 based on the fire spread analysis between building, it is contemplated that heat radiation and heat Two principal elements of plume;Introduction of building indoor fire simplifies simulation by the function that definition temperature and rate of heat release change over time It builds the entire inside fire from catching fire to extinguishing and spreads process.
The fire probability judgment method of building are as follows: building is under the influence of building on fire around, the received heat radiation of exterior wall Intensity exceeds the strong 10kW/m of limit heat radiation on fire2, then it is assumed that the building will be ignited.
Object range maximum value, fire spread maximum value are left with buffer zone analysis building in S3, is specifically included:
Object distribution D is left by judgementij, influence of fire range f, outside of the building edge to the vertical of road axis Inequality relation between distance d and the maximum width w of road, determination leaves object, fire to road respectively It influences, the specific steps are as follows:
(1) fire occurs for building, but does not occur to collapse caused by fire:
1. it is wide to road axis vertical range and a half-path that the coverage of building fire sprawling is less than Architectural fringes The difference of degree, i.e.,Then indicate that fire spread does not influence road, wherein f is influence of fire range, and d is To the vertical range of road axis, w is road maximum width at outside of the building edge.
2. building fire spreading range falls between, i.e.,Then indicate that fire spread influences Road, but influence less, can still carry out evacuating personnel and breakdown lorry passes through.
3. fire spread range is greater than Architectural fringes to the vertical range of road axis, i.e. f > d, then it represents that fire is climing Prolong on road influence it is very big, evacuating personnel and breakdown lorry can not pass through.
(2) when influence of fire makes building collapse: the coverage for taking f=8m to consider fire to road.
With comprehensive overlay analysis method in S4, obtains the maximum value of combined influence range, specifically includes:
Building will be obtained with buffer area functional analysis leaves object distribution maximum value and the progress of fire spread maximum value Superposition, is maximized, and obtained final result and road model are overlapped analysis;
Earthquake leaves object and fire to road combined influence range FmaxCalculation formula are as follows:Wherein, H is building general height, and v is to leave object initial velocity, and f is influence of fire range, and g is gravity Acceleration.
The advantageous effects of the above technical solutions of the present invention are as follows:
In above scheme, Earthquake Secondary can be left to the influence visualization of object and fire, predicted city road network is in earthquake The secondary road ability left under object and fire joint effect, for shake before take precautions against natural calamities transformation and post-earthquake emergency response rescue provide key decision Foundation.
Detailed description of the invention
Fig. 1 is the road evaluation method flow chart that consideration Earthquake Secondary of the invention leaves object and fire;
Fig. 2 is that the building attribute information of the embodiment of the present invention inputs schematic diagram;
Fig. 3 is the groups of building earthquake disaster simulation result schematic diagram of the embodiment of the present invention;
Fig. 4 is the road model schematic diagram of the embodiment of the present invention;
Fig. 5 leaves object impact analysis schematic diagram for the embodiment of the present invention;
Fig. 6 is the fire spread schematic diagram of calculation result of the embodiment of the present invention;
Fig. 7 is fire spread situation contrast schematic diagram in five hours of the embodiment of the present invention, wherein (a) is fire spread Before, (b) for after fire spread;
Fig. 8 is the road status analysis schematic diagram of the embodiment of the present invention.
Specific embodiment
To keep the technical problem to be solved in the present invention, technical solution and advantage clearer, below in conjunction with attached drawing and tool Body embodiment is described in detail.
The present invention provides a kind of road evaluation method for considering Earthquake Secondary and leaving object and fire.
As shown in Figure 1, that the method comprising the steps of is as follows:
S1: building Earthquake Secondary leaves object analysis: it is anti-to carry out building structure earthquake first with Dynamic time history analysis method It should calculate, obtain floor response data, including story drift, speed, acceleration, relative storey displacement etc.;Then, it carries out going along with sb. to guard him structure Part structure failure judgment;Finally, carrying out leaving object distribution calculating;
S2: it building earthquake fire analysis: using the response of buildings to earthquake calculated result being calculated in S1, uses The building model on fire for returning constraint judges the fire probability of building, considers that heat radiation and heat two factors of emergence carry out fire Sprawling simulation;
S3: road influences space-time analysis: using in the response of buildings to earthquake calculated result and S2 being calculated in S1 The fire of simulation spreads situation, determines that leaving object and fire influences the space-time of road respectively;
S4: object and fire road overlay analysis: are left according to obtained in S3 to the shadow of road It rings as a result, further determining that earthquake leaves two kinds of disasters of object and fire to road with comprehensive overlay analysis method Combined influence.
In specific implementation, as shown in Fig. 2, choosing data is that data are built in Chinese somewhere, according to the actual situation on ground Buildings model is drawn in reason information system, and inputs related architecture information, including building title, construction-time, occupied area, layer The essential informations such as number, structure type, layer height, building function.Then suitable seismic wave is selected, elasto-plastic time history analysis method is utilized Carry out response of buildings to earthquake calculating.Due to the geographical location of selected data, and the earthquake intensity of this area is investigated, this The simulation seismic wave of earthquake selects seismic wave when Chinese Wenchuan earthquake occurred in 2008, most close to this area's earthquake occurred On a large scale, 539gal is set by earthquake peak acceleration, analysis time-histories is 40 seconds.495 are calculated through elasto-plastic time history Earthquake simulation is built as a result, including building damage results, each floor relative storey displacement angle etc..
As shown in figure 3, the building damage results obtained are input in building attribute list, and indicated not with different graphic Same building degree of impairment.From the point of view of earthquake disaster simulation result, there are building collapse situations for this area, and the building being badly damaged accounts for It is most, it may occur however that the secondary disasters such as fire, this can cause very big influence to the road ability of road, and there is a strong possibility Hinder evacuating personnel and Post disaster relief.
As shown in figure 4, the foundation of road model is equally completed in GIS-Geographic Information System.According to the true feelings of urban road Condition draws major urban arterial highway road, during drawing road model, can assign width attribute to road simultaneously.Due to the ground Area's road is intensive, and road width is different, so only discussing having a lot of social connections for turnpike road in this research, is uniformly set as 10 Rice.
Building is calculated in GIS-Geographic Information System and leaves object coverage, it is necessary first to by what is collapsed in earthquake simulation before Building is picked out, and the building collapsed is mapped with the building in buildings model.It is obtained according to front Nonlinear time-history analysis The floor arrived each moment corresponding story drift can find out building when destination earthquake occurs and leave the flat throwing of object generation Then thus every secondary range for leaving object and being related to of building can be calculated in initial velocity when movement.As shown in figure 5, sharp With buffer area function, inputting the building collapse being calculated respectively and leaving object influences the value of distance, available this area Building Earthquake Secondary, which leaves object, influences buffer area, to obtain the secondary coverage for leaving object to road.
As shown in fig. 6, determine influence of the fire to road, first have to be chosen according to groups of building earthquake analysis result by Calamity it is the most serious and do not collapse 3 at build, make it as point of origin, built using fire spread simulation program calculating difference Erect the time required for fire.Computed information is input to building attribute database, and building on fire is carried out Classification display, as shown in Figure 7.It indicates to build situation on fire using different figures.
Have been calculated building leave object and influence of fire range after, so that it may be overlapped and analyzed with analysis tool. After opening intersection analysis tool, building collapse range figure layer, pendant object range figure layer, fire spread model are inputted in input element column Figure layer is enclosed, in addition to this, because it is also contemplated that influence to road, it is also necessary to the road model figure layer established before input, it will Four are overlapped analysis, are illustrated in figure 8 road character condition after overlay analysis.
The present invention predicts city road network and leaves the road ability under object and fire joint effect in Earthquake Secondary, can be before shaking Take precautions against natural calamities transformation and post-earthquake emergency response rescue provide key decision foundation.
The above is a preferred embodiment of the present invention, it is noted that for those skilled in the art For, without departing from the principles of the present invention, several improvements and modifications can also be made, these improvements and modifications It should be regarded as protection scope of the present invention.

Claims (5)

1.一种考虑地震次生抛落物和火灾的道路通行性评价方法,其特征在于:包括步骤如下:1. a road trafficability evaluation method considering secondary earthquake and fire, is characterized in that: comprise the steps as follows: S1:建筑地震次生抛落物分析:首先利用动力时程分析方法进行建筑结构地震反应计算,得到楼层反应数据,包括层间位移角、速度、加速度、层间位移;然后,进行围护构件结构破坏判断;最后,进行抛落物分布计算;S1: Analysis of building earthquake secondary projectiles: First, use dynamic time history analysis method to calculate the seismic response of building structure, and obtain floor response data, including interstory displacement angle, velocity, acceleration, and interstory displacement; Structural damage judgment; finally, calculate the distribution of projectiles; S2:建筑地震次生火灾分析:利用S1中计算得到的建筑结构地震反应计算结果,用回归约束的建筑起火模型判断建筑的起火概率,考虑热辐射和热羽化两种因素进行次生火灾蔓延模拟;S2: Secondary fire analysis of building earthquake: Using the calculation results of the seismic response of the building structure calculated in S1, use the regression-constrained building fire model to determine the fire probability of the building, and consider the two factors of thermal radiation and thermal plume to simulate the spread of secondary fires ; S3:道路影响时空分析:利用S1中计算得到的建筑结构地震反应计算结果和S2中模拟的次生火灾蔓延情况,分别确定抛落物和次生火灾对道路通行性的时空影响;S3: Temporal and spatial analysis of road impact: Using the seismic response calculation results of the building structure calculated in S1 and the secondary fire spread simulated in S2, the temporal and spatial impacts of the falling objects and secondary fires on road trafficability were determined respectively; S4:道路通行性叠加分析:根据S3中得到的抛落物和次生火灾对道路通行性的影响结果,运用综合叠加分析法,进一步确定地震抛落物和次生火灾两种灾害对道路通行性的综合影响。S4: Superposition analysis of road trafficability: According to the results obtained in S3 of the impact of projectiles and secondary fires on road trafficability, the comprehensive stacking analysis method is used to further determine the impact of the two disasters of earthquake projectiles and secondary fires on road trafficability. combined effects of sex. 2.根据权利要求1所述的考虑地震次生抛落物和火灾的道路通行性评价方法,其特征在于:所述S1中地震反应计算方法为建立建筑结构的有限元数值模型,将地震动作输入,利用弹塑性时程分析方法求解结构地震反应;2. The road trafficability evaluation method considering earthquake secondary fallout and fire according to claim 1, is characterized in that: the seismic response calculation method in described S1 is to establish the finite element numerical model of building structure, and the seismic action Input, use the elastic-plastic time history analysis method to solve the seismic response of the structure; 围护构件结构包括玻璃幕墙和外部非结构墙两类:玻璃幕墙的破坏条件为Dglass≥max(1.25IeΔaA,0.013/hsx);外部非结构墙的破坏条件为Dwall≥max(ΔaA,0.013/hsx);其中,Dglass为玻璃幕墙的层间位移角,Dwall为外部非结构墙的层间位移角,hsx为层间位移角涉及的层高度;ΔaA为结构所允许的层间位移角限值,Ie取1.0;The enclosure structure includes glass curtain wall and external non-structural wall: the failure condition of glass curtain wall is D glass ≥max(1.25I e Δ aA ,0.013/h sx ); the failure condition of external non-structural wall is D wall ≥max (Δ aA ,0.013/h sx ); where D glass is the inter-story displacement angle of the glass curtain wall, D wall is the inter-story displacement angle of the external non-structural wall, and h sx is the floor height involved in the inter-story displacement angle; Δ aA is the limit of the interstory displacement angle allowed by the structure, and I e is taken as 1.0; 抛落物分布范围计算公式为其中,Di,j为抛落物物落点距离;vi,j为抛落物初速度,由S1的楼层反应数据中获得,hj为在i个时间步建筑j层围护结构的高度,g为重力加速度。The formula for calculating the distribution range of the projectile is: Among them, D i,j is the distance of the drop point of the projectile; v i,j is the initial velocity of the projectile, obtained from the floor response data of S1, and h j is the time step of the building j-layer envelope at i time steps. height, g is the acceleration of gravity. 3.根据权利要求1所述的考虑地震次生抛落物和火灾的道路通行性评价方法,其特征在于:所述S2中建筑地震次生火灾分析以建筑之间的火灾蔓延分析为主,建筑室内火灾通过定义温度和热释放率随时间变化的函数来简化模拟建筑从起火燃烧到熄灭的整个室内火灾蔓延过程;3. the road trafficability evaluation method considering earthquake secondary fallout and fire according to claim 1, it is characterized in that: in described S2, building earthquake secondary fire analysis is mainly based on the fire spread analysis between buildings, Building indoor fire simplifies and simulates the entire indoor fire spread process of a building from burning to extinction by defining the function of temperature and heat release rate with time; 建筑起火的判断方法为:建筑在周围起火建筑的影响下,外墙接收的热辐射强度超出起火的极限热辐射强度10kW/m2,则认为该建筑即将被引燃。The method for judging a building fire is: under the influence of the surrounding fire buildings, if the heat radiation intensity received by the outer wall exceeds the limit heat radiation intensity of the fire by 10kW/m 2 , it is considered that the building is about to be ignited. 4.根据权利要求1所述的考虑地震次生抛落物和火灾的道路通行性评价方法,其特征在于:所述S3中通过分析建筑抛落物范围最大值、火灾蔓延最大值来确定对道路的影响,具体包括:4. The road trafficability evaluation method considering earthquake secondary projectiles and fire according to claim 1, characterized in that: in said S3, by analyzing the maximum value of the range of building projectiles and the maximum value of fire spread to determine the Road impacts, including: 通过判断抛落物分布范围Dij、火灾蔓延范围f、建筑外侧边缘到道路中心线的垂直距离d与道路的最大宽度w之间的不等式关系,分别确定抛落物、次生火灾对道路通行性的影响,具体如下:By judging the inequality relationship between the distribution range D ij of the projectiles, the fire spread range f, the vertical distance d from the outer edge of the building to the road centerline and the maximum width w of the road, respectively determine the impact of the projectiles and secondary fire on the road traffic. Sexual impact, as follows: (1)建筑发生火灾,但未发生火灾导致的倒塌:(1) There is a fire in the building, but there is no collapse caused by the fire: ①建筑火灾蔓延的影响范围小于建筑边缘到道路中心线垂直距离和一半道路宽度的差,即则表示火灾蔓延不影响道路通行性,其中,f为火灾影响范围,d为建筑外侧边缘到道路中心线的垂直距离,w为道路最大宽度;① The influence range of building fire spread is less than the difference between the vertical distance from the building edge to the road centerline and half the road width, that is It means that the fire spread does not affect the road trafficability, where f is the fire affected area, d is the vertical distance from the outer edge of the building to the center line of the road, and w is the maximum width of the road; ②建筑火灾蔓延范围介于两者之间时,即则表示火灾蔓延影响了道路通行性,但依然可以进行人员疏散及救援车辆通过;② When the spread of building fire is between the two, that is, It means that the fire spread affects the road traffic, but the evacuation of people and the passage of rescue vehicles can still be carried out; ③火灾蔓延范围大于建筑边缘到道路中心线的垂直距离,即f>d,则表示火灾蔓延对道路通行性影响很大,人员疏散和救援车辆无法通过;③ If the fire spread range is greater than the vertical distance from the building edge to the road centerline, that is, f > d, it means that the fire spread has a great impact on the road traffic, and the evacuation of personnel and rescue vehicles cannot pass; (2)火灾影响使建筑发生倒塌时:取f=8m来考虑火灾对道路的影响范围。(2) When the building collapses due to the impact of the fire: take f=8m to consider the impact scope of the fire on the road. 5.根据权利要求1所述的考虑地震次生抛落物和火灾的道路通行性评价方法,其特征在于:所述S4中运用综合叠加分析法,得出综合影响范围的最大值,具体包括:5. The road trafficability evaluation method considering earthquake secondary fallout and fire according to claim 1, is characterized in that: in the described S4, the comprehensive stacking analysis method is used to obtain the maximum value of the comprehensive influence range, which specifically includes : 将运用缓冲区分析得到建筑抛落物分布范围最大值和火灾蔓延最大值进行叠加,取最大值,得到的最终结果与道路模型进行叠加分析;The maximum value of the distribution range of building projectiles and the maximum value of fire spread obtained by buffer analysis are superimposed, and the maximum value is taken, and the final result obtained is superimposed with the road model; 地震抛落物和次生火灾对道路通行性综合影响范围Fmax的计算公式为:其中,H为建筑的总高度,v为抛落物初速度,f为火灾影响范围,g为重力加速度。The formula for calculating the comprehensive influence range F max of the earthquake fallout and secondary fire on road trafficability is: Among them, H is the total height of the building, v is the initial velocity of the projectile, f is the fire influence range, and g is the acceleration of gravity.
CN201910054714.3A 2019-01-21 2019-01-21 Consider that Earthquake Secondary leaves the road evaluation method of object and fire Pending CN109858122A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910054714.3A CN109858122A (en) 2019-01-21 2019-01-21 Consider that Earthquake Secondary leaves the road evaluation method of object and fire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910054714.3A CN109858122A (en) 2019-01-21 2019-01-21 Consider that Earthquake Secondary leaves the road evaluation method of object and fire

Publications (1)

Publication Number Publication Date
CN109858122A true CN109858122A (en) 2019-06-07

Family

ID=66895483

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910054714.3A Pending CN109858122A (en) 2019-01-21 2019-01-21 Consider that Earthquake Secondary leaves the road evaluation method of object and fire

Country Status (1)

Country Link
CN (1) CN109858122A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110211328A (en) * 2019-06-27 2019-09-06 应急管理部四川消防研究所 A kind of structural collapse early warning system and method based on acceleration information
CN111553100A (en) * 2020-04-27 2020-08-18 中船第九设计研究院工程有限公司 Fire-resistant time analysis method for overall structure based on fire spread area
CN114937355A (en) * 2022-05-13 2022-08-23 北京科技大学 Traffic road condition simulation analysis method and device based on post-earthquake road trafficability
CN115983139A (en) * 2023-03-01 2023-04-18 北京科技大学 Building group earthquake falling object scene mixed reality display method and device

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8989696B1 (en) * 2006-12-05 2015-03-24 Resource Consortium Limited Access of information using a situational network
CN107480393A (en) * 2017-08-25 2017-12-15 北京科技大学 Consider the emergency refuge space site selecting method of building Earthquake Secondary pendant thing harm
CN107590554A (en) * 2017-08-25 2018-01-16 北京科技大学 A kind of urban road road ability evaluation method for considering building earthquake collapse
CN108564867A (en) * 2018-03-08 2018-09-21 清华大学 Urban Post-earthquake Fires analogy method and system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8989696B1 (en) * 2006-12-05 2015-03-24 Resource Consortium Limited Access of information using a situational network
CN107480393A (en) * 2017-08-25 2017-12-15 北京科技大学 Consider the emergency refuge space site selecting method of building Earthquake Secondary pendant thing harm
CN107590554A (en) * 2017-08-25 2018-01-16 北京科技大学 A kind of urban road road ability evaluation method for considering building earthquake collapse
CN108564867A (en) * 2018-03-08 2018-09-21 清华大学 Urban Post-earthquake Fires analogy method and system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
靳瑞峰: "沿海化工园区工业防灾规划技术方法探析", 《中国博士学位论文全文数据库 工程科技II辑》 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110211328A (en) * 2019-06-27 2019-09-06 应急管理部四川消防研究所 A kind of structural collapse early warning system and method based on acceleration information
CN111553100A (en) * 2020-04-27 2020-08-18 中船第九设计研究院工程有限公司 Fire-resistant time analysis method for overall structure based on fire spread area
CN114937355A (en) * 2022-05-13 2022-08-23 北京科技大学 Traffic road condition simulation analysis method and device based on post-earthquake road trafficability
CN114937355B (en) * 2022-05-13 2022-12-02 北京科技大学 A method and device for simulating and analyzing traffic conditions based on post-earthquake road traffic
CN115983139A (en) * 2023-03-01 2023-04-18 北京科技大学 Building group earthquake falling object scene mixed reality display method and device

Similar Documents

Publication Publication Date Title
CN109858122A (en) Consider that Earthquake Secondary leaves the road evaluation method of object and fire
Kim et al. Integrating travel demand modeling and flood hazard risk analysis for evacuation and sheltering
Chen et al. The application of geometric network models and building information models in geospatial environments for fire-fighting simulations
Spence et al. Building vulnerability and human casualty estimation for a pyroclastic flow: a model and its application to Vesuvius
Cheng et al. Fire spread simulation using GIS: Aiming at urban natural gas pipeline
WO2022174508A1 (en) Oil and gas major infrastructure multi-disaster type event coupling three-dimensional simulation system
Buddemeier et al. Key response planning factors for the aftermath of nuclear terrorism
CN113744108B (en) Intelligent fire control method and system based on big data
Osaragi et al. Wide-area evacuation simulation incorporating rescue and firefighting by local residents
Li et al. Research on OREMS-based large-scale emergency evacuation using vehicles
Li et al. Emergency fire evacuation simulation of underground commercial street
JP7448177B2 (en) Damage estimation information creation system for disaster countermeasures and program for the system
Ingason et al. The METRO project
Oki et al. Modeling human behavior of local residents in the aftermath of a large earthquake–wide-area evacuation, rescue and firefighting in densely built-up wooden residential areas
Zhao et al. A proposed semi-quantitative framework for comprehensive risk assessment of urban hazard installations considering rescue accessibility and evacuation vulnerability
Zuccaro et al. Human and structural vulnerability to volcanic processes
Bernardini et al. Simulating to evaluate, manage and improve earthquake resilience in historical city centers: Application to an emergency simulation-based method to the historic centre of Coimbra
Kwan Intelligent emergency response systems
Xu et al. Simulation and assessment of fire evacuation modes for long underwater vehicle tunnels
Chang et al. An agent-based simulation framework for emergency evacuations from toxic gas incidents and an empirical study in Taiwan
Liu et al. Interfacing building response with human behavior under seismic events
Choi et al. Effect of evacuation information and evacuation behaviors on high-rise apartment residents
Wei et al. Integrated urban evacuation planning framework for responding to human-caused disasters over a surface transportation network
Ma et al. A GIS-based micro-simulation queue model for vehicle evacuation
Tomasson et al. A probabilistic risk analysis methodology for high-rise buildings taking into account fire department intervention time

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20190607

RJ01 Rejection of invention patent application after publication