Evaluation of bearing capacity of shallow foundations by using dynamic soil property
Soil Dynamic properties such as shear wave velocity as a single field index, represents the real soil conditions much more reliable than other shear…
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Soil Dynamic properties such as shear wave velocity as a single field index, represents the real soil conditions much more reliable than other shear…
Structural systems for tall buildings have undergone an evolution throughout the previous decades Nowadays, the new structural system used for reinfo…
Most recent seismic codes include response modification factor in the definition of equivalent lateral forces to reduce the linear elastic design spe…
Reduction factor is an important factor in linear analysis that indicates inelastic operations of structures such as resistance and ductility in nonl…
The progressive collapse resisting capacity of the three story steel moment frames designed for moderate and very high level of seismic zones of Iran…
Dynamic response of pile foundations is a very complex phenomenon consisting of kinematic and inertial interaction among soil, pile and superstructur…
Using soil reinforcement technology by utilizing geosynthetic products has been considered worldwide due to its durability, stability, performance &…
Sensitivity of developed finite element models with respect to time step needs to be investigated for accurate transient analyses In this paper, sens…
To control the stability of the basin, it is important to decrease the abrasion Any abrasion in the basin will threat the stability of the dam and as…
One of the dynamic characteristics of a structure is modal participation factor, which can be an explanatory of the ratio of roof displacement to the…
Space borne passive microwave observation is the most appropriate option for SWE estimation The study area includes several sub basins located in Teh…
The consequences of recent earthquakes show the importance of site conditions This means that, as well as source and path effects, the recorded data…
This paper presents the results of an experimental investigation on Reynolds shear stress using threedimensional velocity fluctuation in flow field o…
One of the important aims in suitable seismic design of structures is estimating non liners real lateral displacement induced by severe earthquake In…
One of the important parameters considered as a typical characteristic for reconnaissance of granular soils is the internal friction angle Nowadays…
In this paper, flow over a free overfall in a rectangular channel has been simulated based on the potential flow theory and Schwarz Christoffel trans…
As water resources around the world become under increasing pressure, allocating water between abstractors and the environment needs to be based prog…
Most of seismic codes propose an experimental equation, distributed for different structural systems, to present fundamental period To make sure for…
In most seismic and geotechnical problems, for analysis of a region, at least one direction of the region extends to infinite In usual methods of sta…
Double layer barrel vaults parabolic shape, are a group of „Lattice space structures‟ that are one of the most common choices for covering large area…
Incineration followed by stabilization/solidification is identified as the demonstrated available treatment technology in the USA, according to Resou…
Nowadays, the application of cold formed steel members is well established in light steel framing structures around the world One of the economical m…
Most optimization problems in water resources management require tradeoffs between conflicting objectives Multi objective optimization is a growing r…
This paper details the influence of material properties change of discontinuous rock foundation on the seismic behavior of arch dams In this regard…