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Each focus session should be focused on a specific hot topic that must be timely and reflect the future trends or the latest scientific advances in the area. The leadership of the conference will sele...
PHOTOGRAMMETRIC MONITORING OF UNDER WATER EROSION IN THE VICINITY OF CYLINDRICAL BRIDGE PIERS
Under water photogrammetry image sequence analysis close range
2014/5/8
Within this work the three dimensional development of a scour around a cylindrical bridge pier has been investigated experimentally. The erosion process has been surveyed in short time intervals using...
Uncertainty of Local Scouring Parameters Around Bridge Piers
local scour bridge pier reliability uncertainty
2009/10/13
Reliability-based assessment of local scouring mechanism around bridge piers provides information for decision-making regarding the pier footing design. Parameter uncertainties that may arise from var...
Generalized Reliability Model for Local Scour around Bridge Piers of Various Shapes
Reliability bridge pier scour pier shape resistance loading safety factor return period
2009/10/13
Excessive local scour around piers and abutments is known as a major cause of bridge failure induced by hydraulic de ciencies. Complexity of the scouring phenomenon and high degrees of uncertainties i...
A Field Study of Scour at Bridge Piers in Flood Plain Rivers
Field study Iranian rivers Pier scour Scouring process
2009/9/30
Scour at bridge piers has long been recognized as an issue of considerable importance as it pertains to pier hydraulic design, according to a large number of scour studies conducted over the past few ...
A STUDY ON FORCE-DISPLACEMENT-BASED SEISMIC DESIGN OF SINGLE-COLUMN RC PIERS
acceleration-displacement response spectrum modified Park-Ang damage index
2008/12/29
As a fundamental study to develop a force-displacement-based seismic design of RC piers, the acceleration-displacement response spectrum (ADRS) of SDOF systems with elastic-plastic bilinear restoring...
EXPERIMENTAL STUDY OF REINFORCED CONCRETE BRIDGE PIERS SUBJECTED TO BI-DIRECTIONAL QUASI-STATIC LOADING
bi-directional cyclic loading RC column members plastic hinge zone length energy dissipation
2008/12/26
This research aims to determine the effect of loading pattern on the damage of a reinforced concrete bridge column. Five specimens were tested with uni-directional or bi-directional cyclic loading pa...
TWO-LEVEL SEISMIC DESIGN METHOD USING POST-YIELD STIFFNESS AND ITS APPLICATION TO UNBONDED BAR REINFORCED CONCRETE PIERS
post-yield stiffness two-level seismic design UBRC structure small section pier
2008/12/22
The two-level seismic design method using post-yield stiffness is proposed. The post-yield stifiness on the load —displacement relationship of the RC pier is found to be effective for the reduction o...
May 18, 2007，Engineers at Massachusetts Institute of Technology have developed a new technique for detecting damage in concrete bridges and piers that could increase the safety of aging infrastructure...
Cargo piers in dredging harbour waters
cargo piers dredging waters bearthing actions pier piles structural reliability irreversible serviceability
2010/11/2
Structural behaviour and reliability peculiarities of cargo piers in deepened harbour waters are discussed. Deterministic and probabilistic reliability assessment methods for permeable cargo piers exp...