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天津大学博士生导师教师师资介绍简介-郝洪

本站小编 Free考研考试/2020-09-13

honghao@tju.edu.cn
土木工程
未公开
教授
三维霍普金森杆冲击加载装置研制
新型护栏型结构防爆墙研究
燃(油)气爆炸条件下工程结构的安全控制理论及关键技术
Development of design and analysis methods for blast resistant window structures
Numerical and experimental study of pounding damage of adjacent bridge structures to spatially varying earthquake ground motions
近海重大交通工程结构地震破坏机理与失效模式
Rapid structural condition assessment using adaptive model updating
Blast damage and fragmentation prediction for occupants and structure protection
Integrated health monitoring system for civil infrastructure in operational environments
防灾工程-复杂城市环境中爆炸荷载作用下结构的灾害评估与减灾研究
强震作用下长大桥梁的灾变全过程及控制研究
Experimental and numerical study of dynamic properties of concrete and fibre reinforced concrete materials

Volumetric properties of concrete under true tri-axial dynamic compressive loadings
Experimental study of concrete damage under high hydrostatic pressure. Cement and Concrete Research
Reliability analysis of RC columns and frame with FRP strengthening subjected to explosive loads
Field Testing of Fence Type Blast Wall for Blast Load Mitigation
Discussion on the suitability of concrete constitutive models for high-rate response predictions of RC structures
Study of concrete damage mechanism under hydrostatic pressure by numerical simulations
Pull-out behaviour of spiral-shaped steel fibres from normal-strength concrete matrix
Specimen shape and size effects on the concrete compressive strength under static and dynamic tests
Numerical derivation of pressure-impulse diagrams for prediction of RC column damage to blast loads
Prediction of fragment size and ejection distance of masonry wall under blast load using homogenized masonry material properties
Estimation of strong seismic ground motion for engineering use in Perth Western Australia
Numerical derivation of homogenized dynamic masonry material properties with strain rate effects
Mesoscale modelling of concrete tensile failure mechanism at high strain rates
Modelling of compressive behaviour of concrete-like materials at high strain rate
Numerical simulation of a cable-stayed bridge response to blast loads, Part II: Damage prediction and FRP strengthening
Required separation distance between decks and at abutments of a bridge crossing a canyon site to avoid seismic pounding
Time-varying system identification using a newly improved HHT algorithm
Influence of ground motion spatial variation, site condition and ssi on the required separation distances of bridge structures to avoid seismic pounding
Influence of irregular topography and random soil properties on coherency loss of spatial seismic ground motions
umerical simulation of a cable-stayed bridge response to blast loads, part i: Model development and response calculations
Numerical analysis of frp-composite-strengthened rc panels with anchorages against blast loads
Development of p-i diagrams for frp strengthened rc columns
Response of a frame structure on a canyon site to spatially varying ground motions
Vibration-based structural health monitoring of offshore pipelines: Numerical and experimental study
Detection of delamination between steel bars and concrete using embedded piezoelectric actuators/sensors
A simplified approach for predicting bridge pier responses subjected to barge impact loading
Multi-stage identification scheme for detecting damage in structures under ambient excitations
Numerical simulations of stiffened multi-arch double-layered panels subjected to blast loading
Damage identification of slab–girder structures: experimental studies
Improved damage identification in bridge structures subject to moving loads: Numerical and experimental studies
Numerical study of blast-resistant sandwich panels with rotational friction dampers
Damage Identification Scheme Based on Compressive Sensing
Numerical simulation of barge impact on a continuous girder bridge and bridge damage detection.
Improved damage identification in bridge structures subject to moving loads: Numerical and experimental studies
Laboratory Tests and Numerical Simulations of CFRP Strengthened RC Pier Subjected to Barge Impact Load
Experimental and Numerical Study of Composite Lightweight Structural Insulated Panel with Expanded Polystyrene Core against W
Substructure damage identification based on wavelet-domain response reconstruction
Strength reduction factor for MDOF soil-structure systems.
Dynamic Assessment of Shear Connectors in Composite Bridges with Ambient Vibration Measurements
Numerical studies on the blast-resistant capacity of stiffened multiple-arch panel
State-of-the-art review on seismic induced pounding response of bridge structures
Responses of Masonry Infill Walls Retrofitted with CFRP, Steel Wire Mesh and Laminated Bars to Blast Loadings.
Dynamics of steel offshore platforms under ship impact.
Experimental investigation of monolithic tempered glass fragment characteristics subjected to blast loads.
Experimental investigations and numerical simulations of multi-arch double-layered panels under uniform impulsive loadings.
Numerical analysis of steel tubular member response to ship bow impacts.
Numerical study of concrete spall damage to blast loads.
Effectiveness of using rubber bumper and restrainer on mitigating pounding and unseating damage of bridge structures subjecte
Improved damage identification in bridge structures subject to moving loads: Numerical and experimental studies
Parametric study of laminated glass window response to blast loads
A Simplified Numerical Method for Blast Induced Structural Response Analysis
Damage detection of shear connectors in bridge structures with transmissibility in frequency domain.
Numerical study of structural progressive collapse using substructure technique
Structural damage detection based on the reconstructed phase space for reinforced concrete slab: Experimental study
Improved damage identification in bridge structures subject to moving loads: Numerical and experimental studies
Laboratory test and numerical simulation of laminated glass window vulnerability to debris impact
Influence of end friction confinement on impact tests of concrete material at high strain rate
Influence of brittle shear damage on accuracy of the two-step method in prediction of structural response to blast loads
Dynamic characteristics of submarine pipelines and experimental validation of a bedding condition assessment approach
Failure analysis of corrugated panel subjected to windborne debris impacts
Numerical investigation of the dynamic compressive behaviour of rock materials at high strain rate
Preliminary study of sandwich panel with rotational friction hinge device against blast loadings
Preliminary study of sandwich panel with rotational friction hinge device against blast loadings
Influence of the concrete DIF model on the numerical predictions of RC wall responses to blast loadings
Damage detection of shear connectors based on power spectral density transmissibility
Evaluation of dynamic vehicle axle loads on bridges with different surface conditions
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