侯晓萌 - 哈尔滨工业大学

个人简介

侯晓萌，1982年3月生，河南周口人。哈尔滨工业大学土木工程学院教授，博士生导师。主要从事混凝土结构高温与动态性能的研究及应用。主持国家自然科学基金项目、重点研发计划子课题、黑龙江省优秀青年科学基金等项目。在Cement and Concrete Composites、Journal of Cleaner Production、Construction and Building Materials、Engineering Structures等期刊发表学术论文60余篇。出版著作3本，获国家“三个一百”原创图书出版工程奖。授权国家发明专利与软件著作权20余项。获国家科技进步二等奖（排名8）和黑龙江省科技进步一等奖（排名3）等多项奖励。主要任职国家协会标准《火灾后工程结构鉴定标准》主要起草人之一广东省标准《建筑混凝土结构耐火设计技术规程》主要起草人之一福建省标准《火灾后混凝土结构鉴定标准》主要起草人之一国际期刊《Buildings》编委，组织了Dynamic response of structures 专刊期刊《建筑结构》青年编委中国建筑学会抗震防灾分会结构抗火专业委员会委员

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Effects of steel fiber and strain rate on the dynamic compressive stress-strain relationship in reactive powder concrete Effect of fire insulation on fire resistance of hybrid-fiber reinforced reactive powder concrete beams Comparative fire behavior of reinforced RPC and NSC simply supported beams Dynamic compressive properties of reactive powder concrete at high temperature: A review Modeling the fire response of reactive powder concrete beams with due consideration to explosive spalling Synergistical influence of internal expansion and external constraint on demolition efficiency of soundless chemical demolition method for concrete structures Methodology for predicting dynamic response of multi-layer aluminum foam protected RC slabs under blast loading The damage response of RC columns with considering different longitudinal and shear reinforcement under demolition blasting Strengthening of conventional columns through RPC sandwich tube against blast loading Seismic Vulnerability Analysis of Masonry Structures Built with Disassembled Brick Wall Sections Methodology for Predicting the Structural Response of RPC-Filled Steel Tubular Columns under Blast Loading A P-I Diagram Approach for Predicting Dynamic Response and Damage Assessment of Reactive Power Concrete Columns Subjected to Blast Loading Forecasting the Collapse-Induced Ground Vibration Using a GWO-ELM Model Fire resistance evaluation and minimum reinforcement ratio for hybrid fibre-reinforced RPC beams under fire exposure Seismic Performance of CFST Frame-Steel Plate Shear Walls Connected to Beams only Risk assessment for bridge structures against blast hazard via a fuzzy-based framework Quantifying curing and composition effects on compressive and tensile strength of 160–250 MPa RPC Review of predicting the blast-induced ground vibrations to reduce impacts on ambient urban communities Quantifying Fire Insulation Effects on the Fire Response of Hybrid-Fiber Reinforced Reactive Powder Concrete Beams Factors governing dynamic response of steel-foam ceramic protected RC slabs under blast loads Effects of Temperature and Stress on Creep Behavior of PP and Hybrid Fiber Reinforced Reactive Powder Concrete Response of RPC-Filled Circular Steel Tube Columns under Monotonic and Cyclic Axial Loading Creep behavior of steel fiber reinforced reactive powder concrete at high temperature Comprehensive safety assessment for CFST tied arch bridge subjected to explosion Effect of Fibers on High-Temperature Mechanical Behavior and Microstructure of Reactive Powder Concrete Effect of specimen size on dynamic compressive properties of fiber-reinforced reactive powder concrete at high strain rates Finite element analysis and bearing capacity calculation for RPC-filled circular steel tube columns under axial compression Comparative Study on the Axial Compression and Bearing Capacity of Reactive Powder Concrete-Filled Circular Steel Tube Study on Regular Inspection Frequency of Bridge Based on Seismic Vulnerability Analysis Experimental study on dynamic compressive properties of fiber-reinforced reactive powder concrete at high strain rates A P-I diagram approach for predicting failure modes of RPC one-way slabs subjected to blast loading Experimental Study on Dynamic Splitting Tensile Strength of Hybrid-Fiber-Reinforced Reactive Powder Concrete High temperature and residual properties of reactive powder concrete – A review Review and analysis on spalling critical temperature of concrete and fibers dosage to prevent spalling at elevated temperatures Evaluation of residual mechanical properties of steel fiber-reinforced reactive powder concrete after exposure to high temperature using nondestructive testing Mechanical properties of steel fiber-reinforced reactive powder concrete at high temperature and after cooling Progress and prospect of fire resistance of reinforced concrete and prestressed concrete structures Analysis on dynamic response of steel-RPC anti-explosion doors under blast load Analysis on dynamic response of reinforced reactive powder concrete two-way slabs under blast load Factors governing the fire response of bonded prestressed concrete continuous beams Effect of temperature on mechanical properties of prestressing bars Response of unbonded prestressed concrete continuous slabs under fire exposure Nonlinear finite element analysis of fire resistance performance for prestressed concrete continuous beams and slabs Experiment and analysis on temperature distribution of prestressed concrete beams and slabs Experiment research on mechanical performance of bonded prestressed concrete continuous beam after elevated temperature Experiment and analysis on mechanical performance of prestressed concrete simply-supported slab after elevated temperature Experimental study on concrete spalling in prestressed slabs subjected to fire Mechanical properties of prestressing steel wire and non-prestressed steel bar after elevated temperature experience Experiment on and analysis of the mechanical performance of unbonded prestressed concrete continuous slab after elevated temperature Rational concrete cover of prestressed concrete beams and slabs for fire resistance Experiment and analysis on mechanical properties of reinforced concrete beam after fire Experiment and Analysis on the Mechanical Behaviour of PC Simply-Supported Slabs Subjected to Fire Experiment and analysis on fire resistance of two-span unbonded prestressed concrete continuous slabs

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