Comparing the results of precipitation forecast based on mesoscale models on the territory of Iran during the cold season     

M. Azadi  E. Taghizadeh  M. H. Memarian  L. R. Dmitrieva-Arrago 《Russian Meteorology and Hydrology》2013,38(9):605-613

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An Investigation of the Global TEC Behavior from 1999 to 2017 Variations and Deviations     

Kalaee  Mohammad Javad  Memarian  Mohammad Hossein  Nekoie  Zahra 《Geomagnetism and Aeronomy》2021,61(8):1240-1250

Geomagnetism and Aeronomy - The global TEC (Total Electron Content) behavior has been studied for several decades, but some properties of this behavior have not been understood well, such as the...  相似文献   

Use of probiotic bacteria to improve growth and survivability of farmed New Zealand abalone (Haliotis iris)     

JA Hadi  AC Alfaro  RD Roberts 《新西兰海洋与淡水研究杂志》2014,48(3):405-415

The effects of two probiotic feeds containing two and three bacterial isolates were evaluated on the growth performance of New Zealand abalone (Haliotis iris). Probiotic bacteria were isolated from the guts of healthy adult abalone. The isolates were screened qualitatively and quantitatively according to their ability to hydrolyse nutrients (i.e. proteins, starch and alginate), produce acid and resist bile salts. Based on the screening results, we developed a multi-strain conglomerate of 2- and 3- probiotic bacterial strains that were supplemented into a commercial abalone feed to use in our experiments. The 2-probiotic conglomerate consisted of Exiguobacterium JHEb1 and Vibrio JH1, and the 3-probiotic conglomerate consisted of Exiguobacterium JHEb1, Vibrio JH1 and Enterococcus JHLDc. The probiotic feeding trial involved abalone juveniles (20–30 mm in maximum shell length). Both probiotic feeds significantly improved abalone growth compared to that of the unsupplemented feed. The 3-probiotic supplemented feed produced a significant shell length increase of 20.9%, a wet weight gain of 19.8% and a five-fold reduction in mortality compared to the controls. The 2-probiotic supplemented feed resulted in significant increases in shell length (15.4%) and reduced mortality (five-fold), but not in weight gain, compared to controls.  相似文献   

Implications of the 2011 M9.0 Tohoku Japan earthquake for the treatment of site effects in large earthquakes     

Hadi Ghofrani  Gail M. Atkinson  Katsuichiro Goda 《Bulletin of Earthquake Engineering》2013,11(1):171-203

Site response in Japan is characterized using thousands of surface and borehole recordings from events of moment magnitude $(\mathbf{M}) > 5.5$ collected by the KiK-net network, including the 2011 M9.0 Tohoku earthquake. Site amplification is defined by the ratio of motions at the surface to those at depth (within the borehole), corrected for the depth effect due to destructive interference using a technique based on cross-spectral ratios between surface and down-hole motions. Site effects were particularly strong at high frequencies, despite the expectation that high-frequency response may be damped by nonlinear effects. In part, the large amplitudes at high frequencies are due to the prevalence of shallow soil conditions in Japan. We searched for typical symptoms for soil nonlinearity, such as a decrease in the predominant frequency and/or amplification, using spectral ratios of weak to strong ground motions. Localized nonlinearity occurred at some recording sites, but was not pervasive. We developed a general empirical model to express site amplification for the KiK-net sites as a function of common site variables, such as the average shear-wave velocity in the uppermost 30 m ( $\text{ V}_\mathrm{S30})$ and the horizontal-to-vertical (H/V) spectral ratio. We use the model to estimate site-corrected ground-motions for the Tohoku mainshock for a reference site condition; these motions are in reasonable agreement with the predictions of some of the published ground motion prediction equations for subduction zones.  相似文献   

Comparing public rationales for justice trade-offs in mitigation and adaptation climate policy dilemmas     

Sonja Klinsky  Hadi Dowlatabadi  Timothy McDaniels 《Global Environmental Change》2012,22(4):862-876

Despite a great deal of research on public perceptions of climate change science, very little empirical work has attempted to investigate how members of the lay public might evaluate the justice dilemmas inherent within climate policy decision-making. This exploratory study contrasts arguments about justice from a mitigation perspective, with those from an adaptation perspective and draws insights about the contours of politically acceptable climate policy. Using think-aloud protocols and a structured elicitation approach with members of the lay public to generate quantitative and qualitative data, this study suggests that the two types of climate policy trigger different sets of arguments about justice. When asked about mitigation burden-sharing participants overwhelmingly invoke arguments about causality. In contrast, in discussions of adaptation participants emphasized the needs of the afflicted parties and their ability to cope. Furthermore, social and spatial distances were not a factor in allocation of mitigation burdens, but were used to discount the distribution of compensation towards adaptation. These initial data about public perceptions of justice in this area suggest that the public would view adaptation and mitigation as complements not substitutes. These findings also highlight the importance of exploring public reactions to the sub-components of climate policy individually.  相似文献   

The near-field method: a modified equivalent linear method for dynamic soil–structure interaction analysis. Part II: verification and example application     

Hadi Sayyadpour  Farhad Behnamfar  M. Hesham El Naggar 《Bulletin of Earthquake Engineering》2016,14(8):2385-2404

Usually for modeling of soil in a direct soil–structure interaction (SSI) problem, the equivalent linear soil properties are used. However, this approach is not valid in the vicinity of a foundation, where the soil experiences large strains and a high level of nonlinearity because of structural vibrations. The near-field method was developed and described in a companion paper to overcome this limitation. This method considers the effects of large strains and suggests a shear modulus and a damping ratio further modified in the near-field of a foundation. Validity and performance of this approach are evaluated, application examples are explained and the results of a parametric study about the role of soil and structure parameters in the extent of SSI effects on the nonlinear seismic response of structures are presented in this paper. One real existing and five, ten, fifteen and twenty story moment-resisting frame steel buildings with two different site conditions corresponding to firm and soft soils are considered and the responses obtained from the near-field method are compared with the recorded and rigorous responses. Moreover, various SSI modeling techniques are employed to investigate the accuracy and performance of each approach. The results show that the near-field method is a simple yet accurate enough approach for analysis of direct SSI problems.  相似文献   

The near-field method: a modified equivalent linear method for dynamic soil–structure interaction analysis. Part I: Theory and methodology     

Farhad Behnamfar  Hadi Sayyadpour 《Bulletin of Earthquake Engineering》2016,14(8):2361-2384

This paper presents a new direct modeling approach to analyze 3D dynamic SSI systems including building structures resting on shallow spread foundations. The direct method consists of modeling the superstructure and the underlying soil domain. Using a reduced shear modulus and an increased damping ratio resulted from an equivalent linear free-field analysis is a traditional approach for simulating behavior of the soil medium. However, this method is not accurate enough in the vicinity of foundation, or the near-field domain, where the soil experiences large strains and the behavior is highly nonlinear. This research proposes new modulus degradation and damping augmentation curves for using in the near-field zone in order to obtain more accurate results with the equivalent linear method. The mentioned values are presented as functions of dimensionless parameters controlling nonlinear behavior in the near-field zone. This paper summarizes the semi-analytical methodology of the proposed modified equivalent linear procedure. The numerical implementation and examples are given in a companion paper.  相似文献   

Experimental study on the settlement of marine deposits of Anzali under cyclic loading by laminar box apparatus     

Hadi Ahmadi  Abolfazl Eslami  Mahyar Arabani 《Marine Georesources & Geotechnology》2017,35(3):330-338

The central Alborz mountain range, located in northern Iran, neighboring the Caspian Sea and where the two Persia and Eurasia plates meet, is known as a seismologically active area. In this regard, investigation of the behavior of saturated sand deposits located in this area may be of particular interest. Saturated sand deposits are subjected to instabilities owing to liquefaction or volume change due to earthquake shakings. A particular type of saturated sand deposits is Anzali sand which is abundant in Anzali port and other cities located in this area in northern Iran. This type of sand is a representative for most sands found in this area, i.e., the southern coastal line of Caspian Sea. This research is solely focused on the volume change behavior of marine deposits of Anzali area, often characterized as Anzali sand, in terms of the settlement of a model footing located on the surface of the sand by the aid of a transparent laminar shear box apparatus. Effects of a number of factors such as the frequency of the cyclic loading, the initial density of the sand, and the sample preparation method have been investigated. Observations indicated that the density index and the frequency of loading which are proportional to the energy of an earthquake have direct effects on the accumulation and amount of the final settlement of Anzali sand.  相似文献   

Potential map of gas hydrate formation in Caspian Sea based on physicochemical stability evaluation of methane hydrate     

Hadi Gerivani  Bentolhoda Gerivani 《Marine Georesources & Geotechnology》2017,35(1):136-142

Preliminary studies of Caspian Sea have shown the possibility of gas hydrate accumulations, because of suitable physicochemical conditions, existence of clayey deposits, and high concentrations of organic matter. Studies have indicated that gas hydrates are mainly composed of methane. Therefore, based on physicochemical equations for methane hydrate stability in different pressure, temperature, and salinity, this study was designed to calculate the potential of gas hydrate formation in the Caspian Sea basin. For this, data of more than 600 locations were analyzed and in each location, upper and lower limits of methane hydrate formation zone were calculated. Then, the zoning maps of upper and lower limits were prepared which can be useful for exploring the gas hydrate as an energy source or predicting gas hydrate hazards. According to the calculations and maps, methane hydrate formation in Caspian Sea, theoretically, can take place from near the seabed to 4000 and 2500 m beneath the sea surface when low and high geothermal gradient are supposed, respectively. By comparing the results with gas hydrate zones revealed in geophysical profiles, it has been shown that, in Caspian Sea, gas hydrates probably accumulate near the lower limit when a high geothermal gradient is assumed.  相似文献   

Duration of the 2011 Tohoku earthquake ground motions     

Hadi Ghofrani  Gail M. Atkinson 《Journal of Seismology》2015,19(1):9-25

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