Prediction Methods for Routine Maintenance Costs of a Reinforced Concrete Beam Bridge Based on Panel Data

In order to make informed decisions on routine maintenance of bridges of expressways, the hierarchical regression analysis method was used to quantify factors influencing routine maintenance cost. Two calculation models for routine maintenance cost based on linear regression and time-series analysis...

Full description

Saved in:
Bibliographic Details
Main Authors: Xiaoli Shi, Bingbing Zhao, Yuling Yao, Feng Wang
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/5409802
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1849397407120359424
author Xiaoli Shi
Bingbing Zhao
Yuling Yao
Feng Wang
author_facet Xiaoli Shi
Bingbing Zhao
Yuling Yao
Feng Wang
author_sort Xiaoli Shi
collection DOAJ
description In order to make informed decisions on routine maintenance of bridges of expressways, the hierarchical regression analysis method was used to quantify factors influencing routine maintenance cost. Two calculation models for routine maintenance cost based on linear regression and time-series analysis were proposed. The results indicate that the logarithm of the historical routine maintenance cost is the dependent variable and the bridge age is the independent variable. The linear regression analysis was used to obtain a cost prediction model for routine maintenance of a beam bridge, which was combined with the quantity and price, and verified by a physical engineering example. In order to cope with the cost changes and future demands brought about by the emergence of new maintenance technologies, the time-series analysis method was used to obtain a model to predict the engineering quantities for the routine maintenance of a bridge based on standardized minor repair engineering quantities. Taking into account the actual cost of the minor repair project as well as the time-series analysis’ sample size demands, the annual engineering quantity was randomly decomposed into four quarterly data quantities, and the time-series analysis result was verified by physical engineering. These results can improve the calculation accuracy of the routine maintenance costs of reinforced concrete beam bridges. Furthermore, it can have a certain application value for improving the cost measurement module of bridge maintenance management systems.
format Article
id doaj-art-ae6ae11ee30a41dc9453bbde83e6deac
institution Kabale University
issn 1687-8086
1687-8094
language English
publishDate 2019-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-ae6ae11ee30a41dc9453bbde83e6deac2025-08-20T03:39:00ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/54098025409802Prediction Methods for Routine Maintenance Costs of a Reinforced Concrete Beam Bridge Based on Panel DataXiaoli Shi0Bingbing Zhao1Yuling Yao2Feng Wang3School of Highway, Chang’an University, Xi’an 710064, ChinaSchool of Highway, Chang’an University, Xi’an 710064, ChinaSchool of Highway, Chang’an University, Xi’an 710064, ChinaShaanxi Provincial Communication Construction, Xi’an 710075, ChinaIn order to make informed decisions on routine maintenance of bridges of expressways, the hierarchical regression analysis method was used to quantify factors influencing routine maintenance cost. Two calculation models for routine maintenance cost based on linear regression and time-series analysis were proposed. The results indicate that the logarithm of the historical routine maintenance cost is the dependent variable and the bridge age is the independent variable. The linear regression analysis was used to obtain a cost prediction model for routine maintenance of a beam bridge, which was combined with the quantity and price, and verified by a physical engineering example. In order to cope with the cost changes and future demands brought about by the emergence of new maintenance technologies, the time-series analysis method was used to obtain a model to predict the engineering quantities for the routine maintenance of a bridge based on standardized minor repair engineering quantities. Taking into account the actual cost of the minor repair project as well as the time-series analysis’ sample size demands, the annual engineering quantity was randomly decomposed into four quarterly data quantities, and the time-series analysis result was verified by physical engineering. These results can improve the calculation accuracy of the routine maintenance costs of reinforced concrete beam bridges. Furthermore, it can have a certain application value for improving the cost measurement module of bridge maintenance management systems.http://dx.doi.org/10.1155/2019/5409802
spellingShingle Xiaoli Shi
Bingbing Zhao
Yuling Yao
Feng Wang
Prediction Methods for Routine Maintenance Costs of a Reinforced Concrete Beam Bridge Based on Panel Data
Advances in Civil Engineering
title Prediction Methods for Routine Maintenance Costs of a Reinforced Concrete Beam Bridge Based on Panel Data
title_full Prediction Methods for Routine Maintenance Costs of a Reinforced Concrete Beam Bridge Based on Panel Data
title_fullStr Prediction Methods for Routine Maintenance Costs of a Reinforced Concrete Beam Bridge Based on Panel Data
title_full_unstemmed Prediction Methods for Routine Maintenance Costs of a Reinforced Concrete Beam Bridge Based on Panel Data
title_short Prediction Methods for Routine Maintenance Costs of a Reinforced Concrete Beam Bridge Based on Panel Data
title_sort prediction methods for routine maintenance costs of a reinforced concrete beam bridge based on panel data
url http://dx.doi.org/10.1155/2019/5409802
work_keys_str_mv AT xiaolishi predictionmethodsforroutinemaintenancecostsofareinforcedconcretebeambridgebasedonpaneldata
AT bingbingzhao predictionmethodsforroutinemaintenancecostsofareinforcedconcretebeambridgebasedonpaneldata
AT yulingyao predictionmethodsforroutinemaintenancecostsofareinforcedconcretebeambridgebasedonpaneldata
AT fengwang predictionmethodsforroutinemaintenancecostsofareinforcedconcretebeambridgebasedonpaneldata