Mohsen Ghane

Islamic Azad University South Tehran Branch

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Kaveh Ostad‐Ali‐Askari

American University in Dubai

Shahide Dehghan

Islamic Azad University, Shahinshahr Branch

Nicolas R. Dalezios

University of Thessaly

Saeid Eslamian

Isfahan University of Technology

Saeid Eslamian

Isfahan University of Technology

Vijay P. Singh

Texas A&M University

Morteza Soltani

Clemson University

Hossein Gholami

University of Science and Culture

Amir Gandomkar

Islamic Azad University of Najafabad

Majedeh Haeri-Hamedani

Islamic Azad University, Isfahan

Cooperative Institutions

Islamic Azad University, Isfahan

Isfahan University of Technology

Islamic Azad University of Najafabad

Texas A&M University

Islamic Azad University, Shahinshahr Branch

Islamic Azad University South Tehran Branch

Islamic Azad University, Tehran

University of Isfahan

Tarbiat Modares University

University of Zanjan

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Concretes Resistance of Yam a Great Persistence

American Journal of Engineering and Applied Sciences (2019)

Hossein Gholami Majedeh Haeri-Hamedani Mohsen Ghane Kaveh Ostad‐Ali‐Askari

Today all distinguish the position of earthquake withstanding of constructions in seismic-vulnerable zones. With respect to this opinion that current concrete constructions are usually considered and constructed depend on earliest rules lacking examining the result of seismic powers and the novel rules don’t guess any shake, so, these structures must be persistence capability. Investigation on standards of HPFRCC substantial as one of the most appropriate limited persistence approaches of concrete constructions member has a distinct ineffectiveness. we can apply dissimilar approaches to maintenance destroyed concrete structures by the seismic or to complete shake persistance of current concrete structures. There are two procedures of applying steel sheets and FRP sheets for concrete memberships reinforcement or renovation. Each of these two approaches is comprehension of these resources with concrete and absence of organization in their way and features. First scholars have exposed that the recent HPFRCC substantial that mostly is a concrete with a high persistance with steel, glass, aramid and carbon yam has a appropriate interactive organization with concrete and can rise concrete persistance frame the opinion of assessment of bending and portional as these two other constituents. In this paper, we attempt to compare concretes which one consist of above yam frame the point of opinion of pressure and tonsorial persistance to make concrete sheets with high persistance entirely, that at last easy’s receptacle of steel sheets had improved consequences of pressure and tonsorial persistance to generate these sheets into other models.

Seismic resistance

10.3844/ajeassp.2019.476.481

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Trace of Salinity of Sodium Chloride with Outcome on Enhancement Features of Herbage

American Journal of Engineering and Applied Sciences (2019)

Sona Pazdar Saeid Eslamian Kaveh Ostad‐Ali‐Askari Hossein Gholami Vijay P. Singh

Salinity has a variety of salts, one of which is salinity of sodium chloride. Different plants react differently to salinity and their performance will vary according to their resistance, which after all the treatments, chlorophyll was measured. Depend on the outcomes of salinity consequences on native herbage; herbage features such as relative chlorophyll and chlorophyll fluorescence were decreased. Also, salinity reduced the amount of potassium in the leaf and root, as well as increased sodium levels in the leaves and roots. This trait is the highest in control treatment and the lowest in treatment with 125 mg/L sodium chloride. Root length index was decreased to 1.25 mg/L sodium chloride in comparison to control treatment. This attribute is the level of 25 mM was not significant compared to the control. At the highest level of salinity (125 mM/L sodium chloride), the sodium content of the limb increased by about 3.5 times as much as the control. The number of leaves and the relative chlorophyll content of the control treatment were 48.65% and 52.31% higher than the salinity treatments. According to the article the potassium content of stems and roots in the control treatment is higher than that of 125 mg, 55.7%, and 66.53%. And the sodium content of stem and root of the control treatment was reduced to 69.57 and 14.17, respectively, to 125 mg. In the control treatment, inarticle, potassium content is higher than sodium, but in the 125 mg salinity treatment, the sodium content is higher than that of potassium. And the amount of 125 mg salinity treatment in Sodium was 49.26% higher than the sodium root. And the amount of 125 mg salinity treatment in potassium is 68.22% higher than potassium root. Chlorophyll fluorescence inarticle. In control, treatment is 17% higher than salinity treatment.

10.3844/ajeassp.2019.270.278

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Decreasing the Number of Coliforms of Wastewater Treatment Plants using Sand Filtration Together with Four-Seed Powder

International Journal of Research Studies in Agricultural Sciences (2019)

Kaveh Ostad-Ali-Askar Saeid Eslamian Vijay P. Singh Mohsen Ghane Hossein Gholami

Filtration (mathematics)

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The Influence of Rock Anisotropy on the Plan of Constructions

International Journal of Constructive Research in Civil Engineering (2019)

Moein Zargar Hossein Gholami Hossein Norouzi Morteza Soltani Shahide Dehghan

Compressive strength of rocks is the most common parameter used in the stone engineering.In conventional engineering calculations and analyzes, rock is often considered as a linear elastic, homogeneous and isotropic material.While some of the rocks often show a particular physical and mechanical behavior that cannot be ignored in the accurate and complete solution of their behavior.A well-known behavior of such rocks that is revealed in many practical works is their anisotropic physical and mechanical behavior.Engineering activities such as construction of the underground structures including tunnels, open pit mines, dam foundations and, most importantly, evaluation of rock slopes requires accurate knowledge of the site and the physical and mechanical properties of the rocks which will be faced during the operation as well as determination of the tectonic conditions.Before any engineering operation, specific studies on the rock materials in the site should be done in accordance with the scope of the study.[5] There have been several basic expansions in rock Abstract: A general condition for the strength standard of regular jointed rocks is obtained in this article.The procedure is depend on the performance of the homogenization procedure of periodic media within the framework of the yield plan principles.A rigorous explicit statement of the macroscopic standard is given as a sunordinate of the strongest features of the virgin rock and of the joints shaped as ports.Consideration is concentrated on the special case of an endlessly persistence entire rock.It is displayed in specific how the related velocity jumps for the homogenized medium can be determined from the presentation of the set of permissible stress vectors acting upon an elementary surface.This contains issues such as the significations of the intermittent nature of rock masses, extent states and failure modalities, strength standard, characteristic quantities and partial components for rock mass components, rock mass features, use of classification systems in plan, among the most significant issues.Anisotropy in the physical and mechanical behavior of the rocks is an effective parameter in determination of their engineering characteristics.The sedimentary and metamorphic rocks show anisotropic behavior due to higher lamination, bedding and flakiness.In this paper, the anisotropic behavior of clay rocks such as shale has been investigated.These types of rocks arise a lot of problems for engineers in designing the associated structures.The most important characteristic of this type of rocks is that they are composed of ultra-fine clay and silt particles.The discontinuities, fissures, and bedding layers and lamination in the shale masses change the mechanical characteristics and anisotropic behavior of these rock masses against the applied forces.Here, the anisotropic behavior of these types of rocks and the effect of different parameters and changes due to anisotropy are discussed.

10.20431/2454-8693.0501004

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Evolutionary Structural Optimization of Wind Bracing Connection Plates in Steel Structures

American Journal of Engineering and Applied Sciences (2020)

Reza Kasiri Saeid Eslamian Theodore C. Crusberg Kaveh Ostad‐Ali‐Askari Mohsen Ghane

Evolutionary Structural Optimization (ESO) is one of the rules in structural engineering which has received much attention by the researchers. Today, the reduction of construction cost and weight is an important issue in the structure design. The optimization phenomenon is pursuing to fulfill this objective. Thus, presenting a design which could be both safe and economic is of special significance. Despite the valuable researches which have been conducted on optimization of steel structures, the gap of research on ESO of wind bracing connection plates and other metal connections is sensible. The purpose of the present paper is to make an optimal design of these types of connections in the frames with convergent bracing. In this study, the software of Finite Element Method (FEM) of abaqus has been used to design the concentrically (convergent) wind bracing of connection plates based on optimization principles. The Von-Mises stress distribution contour has been presented for two statuses in different angles. In the designed bracing frame, dimensions and thickness of connection plate have been defined as the design variables and the design of optimization is compared with the design of ordinary status and the past works as well. This shows a noticeable reduction in the weight of the optimal designed plate in comparison with the ordinary design.

Bracing

Shape Optimization

Optimal design

Braced frame

10.3844/ajeassp.2020.333.346

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Consequence of Gibberellic Acid and Vermicomposting on Vegetative Development, Mineral Content and Features of Persian Shallot

Research Square (Research Square) (2024)

Kaveh Ostad Ali Askari Mohsen Ghane

Abstract Persian Shallot (Allium hirtifolium boiss) is a valuable medicinal plant that is native to Iran. This herb belongs to the Alliaceae family and a perennial herb. This research was conducted to investigate the effect of vermicompost and gibberellic acid on vegetative growth, mineral content and characteristics of Allium bulb. The results of this study showed that the highest level of leaf area (19.12 cm²) was related to 0.7 kg/m² and (21.66 cm²) treated with 206 ppm of gibberellic acid, the most number of leaves (4.95) in the treatment of 410 ppm gibberellic acid, the most number of daughter bulb were (7.36), respectively, for treatment of 1.2 kg/m² vermicompost and (7. 24) for 410 ppm treatments Gibberellic acid, the highest diameter of daughter bulb (10.82 mm) was related to 0.6 kg/m² vermicompost treatment, the highest dry weight of bulb (1.92 gr) was 0.7 kg/m² vermicompost, highest percentage bulb’s dry content (32.93%) was related to 1.2 kg/m² vermicompost treatment and (33.72%) was related to 410 ppm of gibberellic acid, the highest amount of phosphorus (0.37%) was related to the treatment of 410 ppm gibberellic acid and the highest amount of potassium (1.92%) was related to 1.2 kg/m² vermicompost treatment.

Gibberellic acid

10.21203/rs.3.rs-5706700/v1

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A Study on the Effects of Earth Surface and Metrological Parameters on River Discharge Modeling Using SWAT Model, Case Study: Kasillian Basin, Mazandaran Province, Iran

International Journal of Constructive Research in Civil Engineering (2017)

Mohsen Ghane Sayed Reza Alvankar Saeid Eslamian Kaveh Ostad‐Ali‐Askari Amir Gandomkar

In order to construct dams, the monthly and annual inflow of rivers is an important factor in determination of the dam reservoir volume.The input water flow can be calculated by the hydrometric stations.In some regions with the lack of hydrometric stations, numerical models such as SWAT can be used in order to estimate the runoff flowing into the dam.These models perform complicated and very accurate calculations in a very short time. MATERIALSThe study area is located in the northern forests of Alborz, which includes the villages of Sangdeh, Darzikol, Soutkola, Valik Chal and Valik Ben.Kasilian basin is itself one of the sub-basins of Haraz basin and is the second basin that has been equipped by the Ministry of Energy in Iran.The area of Kasillian basin is about 66.81 square kilometers and the length of the main river is 16.8 kilometers.The basin of this river is located at the geographic coordinates of 36°-02´ to 36°-11´ of latitude and 53°-10´ to 53°-26´ of longitude.The gradients being used in this study in percent include -2, 1, 2-5, 8-12, 12-20, 30-60 and >60.There is a hydrometric station at Valikben on the Kasillian River that has been established since 1970 with a longitude of 53°-17´ and a latitude of 36°-10´, which measures the river discharge.Figure 1 shows the location of the Kasillian basin.

SWAT model

10.20431/2454-8693.0304010

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GIS-depend Multi-standards Result Examination to Rank Appropriate Places for Irrigation With Disciplined Water

SSRN Electronic Journal (2024)

Mohsen Ghane Kaveh Ostad‐Ali‐Askari

Download This Paper Open PDF in Browser Add Paper to My Library Share: Permalink Using these links will ensure access to this page indefinitely Copy URL Copy DOI

Rank (graph theory)

10.2139/ssrn.4737504

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Hydroelectric Production using Ab-Terki River Flow Specific Energy

International Journal of Constructive Research in Civil Engineering (2017)

Saeid Eslamian Nicolas R. Dalezios Mahboubeh Amoushahi-Khouzani Maryam Marani- Barzani Amir Gandomkar

The flow duration curve (FDC) of a riveris one of the important parameters for the hydrological investigation of hydroelectric plants.Computation of the hydroelectric plant capacity and power production requires the determination of relative and cumulative frequenciesof different river discharges.Ab-Terki is one of the sub-basins of Bazoft River, located in Chaharmahal and Bakhtiari province, Iran, next to Koohrang basin.It is located between eastern longitudes of 49ᵒ54' to 50ᵒ 5' and northern latitudes of 32ᵒ 19' to 32ᵒ 24'.Morphological conditions, sloping limestone structures, and characteristics of karstic cracks in the basin have led to the formation of large springs in the eastern and western foothills of Zardkooh Mountain.In order to determine the FDCs of Ab-Terki River,3-year daily discharge and 24-year mean monthly discharge of Gooshe-pol station were used.Then, the probabilities of discharges were analyzed using Hyfa and Rank Plot numerical codes and finally, the discharge of Ab-Terki River corresponding to 95% probability was determined.

Hydroelectricity

10.20431/2454-8693.0303005

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Sensitivity Analysis of Runoff Model by SWAT to Meteorological Parameters: A Case Study of Kasillian Watershed, Mazandaran, Iran

International Journal of Research Studies in Agricultural Sciences (2017)

Mohsen Ghane Sayed Reza Alvankar Saeid Eslamian Mahboubeh Amoushahi-Khouzani Amir Gandomkar

To design and construct mosthydraulic structures, e.g.dams, it is essential to determine watershed runoff.If a watershed lacks any gaging station, thenhydrologic models can be utilized to estimate runoff.The Soil Water Assessment Tool (SWAT) is one of the most widelyusedcomputerwatershed models.In this model, we need to input meteorological data, such as precipitation, temperature, wind speed, solar radiation, and relative humidity;as well as watershed data, including curvenumberandroughness coefficient, to calculate the watershed runoff.Some watershedshave weather stations, but there is a risk that the recordeddataof a station do not represent the whole watershed and the use of such data may cause error.Consequently, the error of estimated runoff error needs to be determined.This study deals with the sensitivity of runoff estimatedusing the SWAT model to the variations in meteorological parameters, such as precipitation, solar radiation, wind, humidity, and temperature.Results indicate that with a 30% decrease in the average monthly precipitation, sunshine, relative humidity, wind and temperature, we witness,respectively,a 64.27% decrease, 114.67% increase, 45.93% decrease, 126.12% increase, and 39.21% increase in the estimated runoff.. Runoff estimation is found to be most sensitive to wind speed and solar radiation,and least sensitive to temperature.

SWAT model

10.20431/2454-6224.0310003

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Citations (15)