Based on the Mohr-Coulomb strain softening model, the nonlinear CWFS criterion of friction strengthening and cohesion weakening is adopted, and the deterioration behavior of tensile strength and stiffness modulus caused by tensile-shear coupling yield of intact rock mass is considered. Through two different modeling methods, the influence of geometric characteristics of straight wall arch tunnel section on the failure of surrounding rock and rock-burst is simulated. The results show that the geometric characteristics of tunnel section have obvious influence on the stability of surrounding rock. The rise-span ratios are 0.5, 0.297 and 0.16, and the height of straight wall is 0.875 m. The plastic zone, rock-burst zone, tensile yield zone and shear strain localization zone of surrounding rock decrease with the decrease of rise-span ratio. When the rise-span ratios are 0.5, 0.297 and 0.16, and the vertical wall heights are 0.875 m, 1.23 m and 1.47 m, respectively, the plastic zone, rock-burst zone, tensile yield zone and shear strain localization zone of surrounding rock increase significantly with the decrease of rise-span ratio. When the rise-span ratio is 0.16 and the straight wall height H4 = 1.47 m, the maximum shear strain increment is about 10-2 , which is an order of magnitude higher than other schemes. According to Russense rock-burst criterion and shear strain localization results, the rock-burst units are mainly concentrated in the top and bottom of the tunnel section, which is consistent with the rock-burst position recorded in the field tunnel.
{"title":"Numerical simulation of influence of section geometry on surrounding rock stability of arch tunnel with straight wall","authors":"Biao Wang, Yang Wang, Zhenhua Zhang, Shuai Tao","doi":"10.1117/12.2657861","DOIUrl":"https://doi.org/10.1117/12.2657861","url":null,"abstract":"Based on the Mohr-Coulomb strain softening model, the nonlinear CWFS criterion of friction strengthening and cohesion weakening is adopted, and the deterioration behavior of tensile strength and stiffness modulus caused by tensile-shear coupling yield of intact rock mass is considered. Through two different modeling methods, the influence of geometric characteristics of straight wall arch tunnel section on the failure of surrounding rock and rock-burst is simulated. The results show that the geometric characteristics of tunnel section have obvious influence on the stability of surrounding rock. The rise-span ratios are 0.5, 0.297 and 0.16, and the height of straight wall is 0.875 m. The plastic zone, rock-burst zone, tensile yield zone and shear strain localization zone of surrounding rock decrease with the decrease of rise-span ratio. When the rise-span ratios are 0.5, 0.297 and 0.16, and the vertical wall heights are 0.875 m, 1.23 m and 1.47 m, respectively, the plastic zone, rock-burst zone, tensile yield zone and shear strain localization zone of surrounding rock increase significantly with the decrease of rise-span ratio. When the rise-span ratio is 0.16 and the straight wall height H4 = 1.47 m, the maximum shear strain increment is about 10-2 , which is an order of magnitude higher than other schemes. According to Russense rock-burst criterion and shear strain localization results, the rock-burst units are mainly concentrated in the top and bottom of the tunnel section, which is consistent with the rock-burst position recorded in the field tunnel.","PeriodicalId":212840,"journal":{"name":"Conference on Smart Transportation and City Engineering","volume":"2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126748383","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
In China, the smart transportation project mode is top-down, dominated by the government, participated by enterprises, and used by the public. The behavior strategy choice of different stakeholders will affect the process and effect of the smart transportation project. This paper takes the stakeholders of intelligent transportation as the research object, analyzes the game under different behavior strategies from the two stages of construction and operation, and finds out the best behavior for all parties of the project, to ensure smooth progress and effect of the intelligent transportation project.
{"title":"A game study of stakeholders of smart transportation project in China","authors":"Dong Wang, Yingjie Hu","doi":"10.1117/12.2657921","DOIUrl":"https://doi.org/10.1117/12.2657921","url":null,"abstract":"In China, the smart transportation project mode is top-down, dominated by the government, participated by enterprises, and used by the public. The behavior strategy choice of different stakeholders will affect the process and effect of the smart transportation project. This paper takes the stakeholders of intelligent transportation as the research object, analyzes the game under different behavior strategies from the two stages of construction and operation, and finds out the best behavior for all parties of the project, to ensure smooth progress and effect of the intelligent transportation project.","PeriodicalId":212840,"journal":{"name":"Conference on Smart Transportation and City Engineering","volume":"72 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127823006","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
In this paper, an evaluation method for the combined action of automatic emergency braking (AEB) and adaptive cruise control (ACC) was proposed. To evaluate the effectiveness of the test method, the test scenarios of “stationary vehicle in the curve” and “front car cut-in” were constructed. The tests were conducted on dry asphalt roads and the ISO 19206 standard was used as a vehicle target, and the combined effects of the AEB and ACC systems were carried out according to the test cases. By analyzing the test data such as speed, deceleration, relative speed to the front car, and relative longitudinal distance from the front car, the impact of ACC and AEB on occupant comfort and driving safety under the joint action of AEB and ACC was obtained.
{"title":"An evaluation study on the combined effects of the ACC and AEB systems","authors":"Xingfei Xing, Kai Wang","doi":"10.1117/12.2657893","DOIUrl":"https://doi.org/10.1117/12.2657893","url":null,"abstract":"In this paper, an evaluation method for the combined action of automatic emergency braking (AEB) and adaptive cruise control (ACC) was proposed. To evaluate the effectiveness of the test method, the test scenarios of “stationary vehicle in the curve” and “front car cut-in” were constructed. The tests were conducted on dry asphalt roads and the ISO 19206 standard was used as a vehicle target, and the combined effects of the AEB and ACC systems were carried out according to the test cases. By analyzing the test data such as speed, deceleration, relative speed to the front car, and relative longitudinal distance from the front car, the impact of ACC and AEB on occupant comfort and driving safety under the joint action of AEB and ACC was obtained.","PeriodicalId":212840,"journal":{"name":"Conference on Smart Transportation and City Engineering","volume":"251 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132482158","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
It is of great practical significance to identify the state of bus bunching in advance so as to take reasonable measures. In order to improve the identification performance, a identification model based on Extreme Gradient Boosting (XGBoost) is proposed for multi classification of bus bunching rate. Firstly, using variance filtering and recursive feature elimination to screen the factors affecting the bus bunching rate. Secondly, SMOTE algorithm is used to deal with the data imbalance. Finally, XGBoost model is used to identify the multi classification of the bus bunching rate, and this paper compares the proposed model with other models. The research shows that the XGBoost model proposed in this paper has the best results in measurement indicators of identification performance, which verifies the applicability of the model to accurately identify the categories of bus bunching rate.
{"title":"Multi-class identification of urban bus bunching rate based on XGBoost","authors":"Qian Liu, Mei Xiao, X. Ming, Hongtao Huang","doi":"10.1117/12.2658598","DOIUrl":"https://doi.org/10.1117/12.2658598","url":null,"abstract":"It is of great practical significance to identify the state of bus bunching in advance so as to take reasonable measures. In order to improve the identification performance, a identification model based on Extreme Gradient Boosting (XGBoost) is proposed for multi classification of bus bunching rate. Firstly, using variance filtering and recursive feature elimination to screen the factors affecting the bus bunching rate. Secondly, SMOTE algorithm is used to deal with the data imbalance. Finally, XGBoost model is used to identify the multi classification of the bus bunching rate, and this paper compares the proposed model with other models. The research shows that the XGBoost model proposed in this paper has the best results in measurement indicators of identification performance, which verifies the applicability of the model to accurately identify the categories of bus bunching rate.","PeriodicalId":212840,"journal":{"name":"Conference on Smart Transportation and City Engineering","volume":"12460 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130426766","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
With the rapid development of information technology, the manufacturing industry is transforming to digitization and intelligence. The realization of real-time interaction and data fusion between physical factory and virtual factory is one of the bottlenecks to realize intelligence. To avoid this issue, it is necessary to design a dynamic monitoring system of prefabricated component production line based on digital twin technology. The system architecture includes physical layer, data layer, virtual layer and application layer, and the interconnection of all levels of the monitoring system is realized by using information technologies such as the Internet of Things, PLC and MES. Through data integration display and virtual factory display, the on-site comprehensive monitoring and intelligent simulation analysis of the production line can accurately locate the abnormal conditions in the production process, which can provide early warning and optimization decisions quickly. The results show that the system can monitor and predict the production line in real time, and has good practicability, which can provide a reference for the realization of dynamic monitoring of the production line.
{"title":"Dynamic monitoring system of prefabricated component production line based on digital twin","authors":"Xinyi Liu, Ren-Kai Jiang, Xinqiu Wei, Guo-qiang Zhang, Linqian Tian, Ling Wang, X. Zheng","doi":"10.1117/12.2658288","DOIUrl":"https://doi.org/10.1117/12.2658288","url":null,"abstract":"With the rapid development of information technology, the manufacturing industry is transforming to digitization and intelligence. The realization of real-time interaction and data fusion between physical factory and virtual factory is one of the bottlenecks to realize intelligence. To avoid this issue, it is necessary to design a dynamic monitoring system of prefabricated component production line based on digital twin technology. The system architecture includes physical layer, data layer, virtual layer and application layer, and the interconnection of all levels of the monitoring system is realized by using information technologies such as the Internet of Things, PLC and MES. Through data integration display and virtual factory display, the on-site comprehensive monitoring and intelligent simulation analysis of the production line can accurately locate the abnormal conditions in the production process, which can provide early warning and optimization decisions quickly. The results show that the system can monitor and predict the production line in real time, and has good practicability, which can provide a reference for the realization of dynamic monitoring of the production line.","PeriodicalId":212840,"journal":{"name":"Conference on Smart Transportation and City Engineering","volume":"126 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126606990","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Bin Chen, Jiacheng Liu, Zhouying Ruan, Ming Yue, Hansen Long, Weiping Yao
Freight traffic of civil aviation has developed rapidly because of its advantages of fast transportation speed and high safety. The fluctuation of freight traffic of civil aviation has brought many challenges to air traffic scheduling. If the freight traffic of civil aviation volume can be accurately predicted, the difficulty of air traffic scheduling will be reduced and the transportation efficiency of air cargo will be improved. The current prediction model can’t properly respond to the impact of emergencies. And it is not sensitive to the trend variations caused by policies, epidemics and other factors. In this paper, based on the autoregressive integrated moving average model (ARIMA) and linear regression model (LR), a hybrid ARIMA-LR model is proposed by using an improved Bayesian combined model. Through the prediction of the actual freight traffic of civil aviation volume, it is found that the hybrid ARIMA-LR model can not only better adapt to the changes caused by emergencies, but also have higher overall prediction accuracy than the ARIMA model and LR model. The three indicators of mean absolute error (MAE), mean square error (MSE) and mean absolute percentage error (MAPE) of the hybrid ARIMA-LR model are 1.06,29.02,0.03 lower than that of the ARIMA model; compared with the LR model, it is reduced by 3.00,92.00,0.06.
{"title":"Freight traffic of civil aviation volume forecast based on hybrid ARIMA-LR model","authors":"Bin Chen, Jiacheng Liu, Zhouying Ruan, Ming Yue, Hansen Long, Weiping Yao","doi":"10.1117/12.2657975","DOIUrl":"https://doi.org/10.1117/12.2657975","url":null,"abstract":"Freight traffic of civil aviation has developed rapidly because of its advantages of fast transportation speed and high safety. The fluctuation of freight traffic of civil aviation has brought many challenges to air traffic scheduling. If the freight traffic of civil aviation volume can be accurately predicted, the difficulty of air traffic scheduling will be reduced and the transportation efficiency of air cargo will be improved. The current prediction model can’t properly respond to the impact of emergencies. And it is not sensitive to the trend variations caused by policies, epidemics and other factors. In this paper, based on the autoregressive integrated moving average model (ARIMA) and linear regression model (LR), a hybrid ARIMA-LR model is proposed by using an improved Bayesian combined model. Through the prediction of the actual freight traffic of civil aviation volume, it is found that the hybrid ARIMA-LR model can not only better adapt to the changes caused by emergencies, but also have higher overall prediction accuracy than the ARIMA model and LR model. The three indicators of mean absolute error (MAE), mean square error (MSE) and mean absolute percentage error (MAPE) of the hybrid ARIMA-LR model are 1.06,29.02,0.03 lower than that of the ARIMA model; compared with the LR model, it is reduced by 3.00,92.00,0.06.","PeriodicalId":212840,"journal":{"name":"Conference on Smart Transportation and City Engineering","volume":"6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121813600","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Jianli Duan, Rui Wang, Shulian Zhao, Mengxia Hu, Hua Chen, Chuzhao Li, Hao Wu, Pengfei Bai, Yi Wang, Keqiang Li
In this paper, we propose a new automatic test and evaluation method that can be used for autonomous driving systems in virtual simulation test. Aiming at the problems that the existing automated test method cannot guarantee coverage and validity of the test scenarios, and evaluation lacks the consideration of the complete development life cycle of the systems, we firstly introduce a new scenarios generation method that can generate scenarios with higher overall effectivity on the premise of ensuring coverage. Then, an integrated test platform is constructed, in which the components can be automatically invoked by test scripts. Finally, the automated iterative regression testing is used to ensure the effectiveness of the whole development and test process. The application and verification of a level three (L3) Traffic Jam Pilot (TJP) system is carried out on the above-stated method. The result shows that the proposed method can effectively detect system defects and significantly improve test efficiency.
{"title":"Automated scenario generation and iterative regression testing method for autonomous driving systems","authors":"Jianli Duan, Rui Wang, Shulian Zhao, Mengxia Hu, Hua Chen, Chuzhao Li, Hao Wu, Pengfei Bai, Yi Wang, Keqiang Li","doi":"10.1117/12.2657984","DOIUrl":"https://doi.org/10.1117/12.2657984","url":null,"abstract":"In this paper, we propose a new automatic test and evaluation method that can be used for autonomous driving systems in virtual simulation test. Aiming at the problems that the existing automated test method cannot guarantee coverage and validity of the test scenarios, and evaluation lacks the consideration of the complete development life cycle of the systems, we firstly introduce a new scenarios generation method that can generate scenarios with higher overall effectivity on the premise of ensuring coverage. Then, an integrated test platform is constructed, in which the components can be automatically invoked by test scripts. Finally, the automated iterative regression testing is used to ensure the effectiveness of the whole development and test process. The application and verification of a level three (L3) Traffic Jam Pilot (TJP) system is carried out on the above-stated method. The result shows that the proposed method can effectively detect system defects and significantly improve test efficiency.","PeriodicalId":212840,"journal":{"name":"Conference on Smart Transportation and City Engineering","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122360821","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
With the continuous development of my country's economy, my country's road traffic is also constantly being constructed, and people's traffic travel has also shown a diversified development, which makes people put forward higher requirements for safe travel. For a long time, due to the lack of understanding of the disaster mechanism and causes of road traffic accidents in my country, the ability to prevent and control road traffic accidents in my country has been affected to a large extent. The quality of life and economic development of residents have been seriously affected. In order to reduce the probability of traffic accidents, it is very important to carry out effective risk assessment of road traffic accidents, evaluate the risk level of roads and formulate corresponding management countermeasures. Finally, taking a road as an example, the constructed road traffic risk assessment model is applied.
{"title":"Research on transportation risk prediction method based on coupling analysis","authors":"Mingkuan Wu, Huaili Chen","doi":"10.1117/12.2657849","DOIUrl":"https://doi.org/10.1117/12.2657849","url":null,"abstract":"With the continuous development of my country's economy, my country's road traffic is also constantly being constructed, and people's traffic travel has also shown a diversified development, which makes people put forward higher requirements for safe travel. For a long time, due to the lack of understanding of the disaster mechanism and causes of road traffic accidents in my country, the ability to prevent and control road traffic accidents in my country has been affected to a large extent. The quality of life and economic development of residents have been seriously affected. In order to reduce the probability of traffic accidents, it is very important to carry out effective risk assessment of road traffic accidents, evaluate the risk level of roads and formulate corresponding management countermeasures. Finally, taking a road as an example, the constructed road traffic risk assessment model is applied.","PeriodicalId":212840,"journal":{"name":"Conference on Smart Transportation and City Engineering","volume":"35 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128127244","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
As an all-round emerging branch of the construction industry, large-span steel structure engineering has a long on-site construction period, complex on-site construction process, and a series of uncertain unfavorable factors. The resulting risks will directly affect the smooth progress of large-span steel structure projects. In order to improve the effective control of risks in the construction stage of long-span steel structures, a risk assessment model for the construction stage of long-span steel structures based on variable weight theory is proposed. The WSR system method is used to analyze the construction risks, and a comprehensive evaluation index system for risks in the construction stage of large-span steel structures is constructed. With the help of the variable weight comprehensive model, the two-dimensional cloud model is used to comprehensively evaluate the risks of the large-span steel structure in the construction stage from the two dimensions of risk hazard and risk probability. Finally, the two-dimensional cloud image is drawn through MATLAB and the fit degree is calculated to further determine the evaluation result. Taking a large-span steel structure stadium in Lanzhou City, Gansu Province as the research object, a comprehensive assessment of the risks of the large-span steel structure construction stage was carried out, confirm the applicability and effectiveness of the model.
{"title":"Research on risk assessment of large-span steel structure project construction phase based on variable weight-two dimensional cloud model","authors":"Hou Feng, Weizhen Ma, Haiyan Wen","doi":"10.1117/12.2658181","DOIUrl":"https://doi.org/10.1117/12.2658181","url":null,"abstract":"As an all-round emerging branch of the construction industry, large-span steel structure engineering has a long on-site construction period, complex on-site construction process, and a series of uncertain unfavorable factors. The resulting risks will directly affect the smooth progress of large-span steel structure projects. In order to improve the effective control of risks in the construction stage of long-span steel structures, a risk assessment model for the construction stage of long-span steel structures based on variable weight theory is proposed. The WSR system method is used to analyze the construction risks, and a comprehensive evaluation index system for risks in the construction stage of large-span steel structures is constructed. With the help of the variable weight comprehensive model, the two-dimensional cloud model is used to comprehensively evaluate the risks of the large-span steel structure in the construction stage from the two dimensions of risk hazard and risk probability. Finally, the two-dimensional cloud image is drawn through MATLAB and the fit degree is calculated to further determine the evaluation result. Taking a large-span steel structure stadium in Lanzhou City, Gansu Province as the research object, a comprehensive assessment of the risks of the large-span steel structure construction stage was carried out, confirm the applicability and effectiveness of the model.","PeriodicalId":212840,"journal":{"name":"Conference on Smart Transportation and City Engineering","volume":"87 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126188345","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The fundamental function of railway station is a tool for rapid passage of people and goods. The long-distance transportation function would be paid more attention by designers, neither than aesthetics and integration with cities. The Birmingham New Street Station had a long history since establishment. The railway station, in common with many other industrialized zone, has experienced major changes over the last 100 years. It went through 4 stages, which was mainly used for freight transportation initially. After that, it gradually turned to a comprehensive transportation hub. And finally Birmingham New Street Station developed into an urban space with people-oriented, convenient travel and commercial vitality. It is necessary and valuable to analyze the evolution and redevelopment of the railway station. This paper is aimed to summarize the development trend and optimization strategy of railway stations in central urban area and surrounding areas. It makes an in-depth study on the development history of Birmingham New Street Station, the type and site selection of station buildings, the commercial development mode of the station and its surrounding areas, and the connection organization between the station and urban traffic. Suggestion for the further development of railway stations in central cities could be proposed.
{"title":"The evolution and redevelopment of Birmingham New Street Station and surrounding areas","authors":"Qianyu Du","doi":"10.1117/12.2657821","DOIUrl":"https://doi.org/10.1117/12.2657821","url":null,"abstract":"The fundamental function of railway station is a tool for rapid passage of people and goods. The long-distance transportation function would be paid more attention by designers, neither than aesthetics and integration with cities. The Birmingham New Street Station had a long history since establishment. The railway station, in common with many other industrialized zone, has experienced major changes over the last 100 years. It went through 4 stages, which was mainly used for freight transportation initially. After that, it gradually turned to a comprehensive transportation hub. And finally Birmingham New Street Station developed into an urban space with people-oriented, convenient travel and commercial vitality. It is necessary and valuable to analyze the evolution and redevelopment of the railway station. This paper is aimed to summarize the development trend and optimization strategy of railway stations in central urban area and surrounding areas. It makes an in-depth study on the development history of Birmingham New Street Station, the type and site selection of station buildings, the commercial development mode of the station and its surrounding areas, and the connection organization between the station and urban traffic. Suggestion for the further development of railway stations in central cities could be proposed.","PeriodicalId":212840,"journal":{"name":"Conference on Smart Transportation and City Engineering","volume":"19 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115248475","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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