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Risk Quantification of Maple Trees Subjected to Wind Loading
Amplification Factor Decays for Trees Dynamic Behavior of Trees Fragility Curve Monte Carlo Simulation Risk Assessment
2014/11/4
Because of property damage and people injuries in, almost, every year in different locations of the earth, unfortunately the topic of understanding trees and their risk assessments under wind forces h...
An Experimental Study on the Effect of Steel Fiber Reinforced Concrete on the Behavior of the Exterior Beam-Column Joints Subjected to Reversal Cyclic Loading
Beam-column joint Steel fiber reinforced concrete Ductile behavior
2009/10/12
For the ductile behavior of beam-column joints, closely spaced transverse reinforcement is required by earthquake codes. However, placement of this reinforcement in joints always causes some dicultie...
Evaluation of Innovative Extended End-Plate Moment Connections Under Cyclic Loading
Moment connection Cyclic loading Rotation capacity End-plate thickness Plastic capacity
2009/10/12
This paper presents parts of results of an experimental research project on the behavior of end-plate connections subjected to monotonic and cyclic loading conducted at _Istanbul Technical University....
A Comparative Study of Torsionally Unbalanced Multi-Storey Structures under Seismic Loading
Torsional irregularity Seismic design Seismic Codes Asymmetric buildings Irregular structures
2009/10/12
After a short review of the torsional irregularity requirements of the new Turkish Earthquake Code (TEC'97), a parametric study is carried out on various ten-storey shear-wall frames with rather high ...
Nonlinear Viscosity of Subgrade Soils under Cyclic Loading
Subgrade Soils Nonlinear Viscosity
2009/4/30
Nonlinear Viscosity of Subgrade Soils under Cyclic Loading.
Numerical Analyses of Plate Loading Test
Plate Loading Test Finite Element Method Winkler Model Coefficient of Subgrade Reaction Elastic Continuum Model
2010/8/18
A numerical simulation of plate loading test, in order to underlines the size effect on settlements and derived values of geotechnical parameters, is shown. The study is based on the comparison betwee...
A parametric study of an offshore concrete pile under combined loading conditions using finite element method
Offshore foundations concrete pile finite element analysis wave load wave-structure interaction
2009/2/20
Offshore piles are commonly used as foundation elements of various offshore structures, especially large structures such as Tension Leg Platforms (TLP). The stress distribution within such a large st...
Response Spectrum Solutions for Blast Loading
Blast pressure explosion response spectrum cantilevered walls
2009/2/19
Existing knowledge on the modelling of blast pressure have been further developed in this paper for engineering applications. Parametric studies involving time-history analyses of simple cantilevered ...
Blast Loading and Blast Effects on Structures – An Overview
Blast Loading Blast Effects Structures
2009/2/17
The use of vehicle bombs to attack city centers has been a feature of campaigns by terrorist organizations around the world. A bomb explosion within or immediately nearby a building can cause catastro...
Simple quasi-static treatment of wind loading, which is universally applied to design of typical low to medium-rise structures, can be unacceptably conservative for design of very tall buildings. On t...
Development of the New Australian Earthquake Loading Standard
the New Australian Earthquake Standard
2009/1/15
This paper outlines the development of the Australian Earthquake Loading Standard, AS1170.4 published in 2007. Australia is a country of low to moderate seismicity with a number of Magnitude 6.8 event...
Modelling reinforced concrete structures subjected to impulsive loading using concrete lattice model
structures impulsive loading concrete lattice model
2009/1/14
A two-dimensional behavioral rate dependent lattice model (RDLM) capable of analyzing reinforced concrete members subjected to impulsive loading is presented. As a result of the impulsive loads reachi...
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...