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Naoki Niwa Takuji Kobori Motoichi Takahashi Tomohiko Hatada Haruhiko Kurino Jun Tagami 《地震工程与结构动力学》1995,24(5):655-671
This paper describes a feasibility study on a high-damping device (HiDAM) installed in a building structure by way of a bracing mechanism. A seismic response analysis with respect to a high-rise building approximately 100 m high is reported. Proper adjustment of the damping coefficient of the HiDAM (oil damper) provided an over all damping factor of about 10–20 per cent to the building structure, and reductions in the response, deformation and shear forces were verified analytically. This paper reports also the performance confirmation tests conducted on a model device of the HiDAM which satisfied the specifications determined from the analytical results. The test results demonstrate the feasibility of the HiDAM and the possibility of utilizing it in high-rise buildings. 相似文献
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SummaryAn Experimental Determination of the True Uniaxial Stress-Strain Behavior of Brittle Rock Results are presented of an experimental study of the behavior of six rock types deformed under uniaxial compression into their respective post-failure regions. Based on the observation that a rock sample in a post-failure state can be considered to be composed of broken and unbroken rock and assuming that the reduction in load-bearing capability of rock in the post-failure region is due to a reduction of the effective cross-sectional area of the specimen resulting from the growth of large cracks within the rock sample, we show that there is a maximum true stress that the unfractured solid rock can sustain without inelastic deformation. This stress is constant and is defined to be the true failure strength of the rock. The value of this stress is calculated by dividing the force on the rock sample at any point along the post-failure curve by the true load-bearing cross-sectional area of the rock sample at that point. Theoretical and experimental techniques are developed which allow an estimate of the true load-bearing area of the rock sample at any point along the post-failure curve of the sample. For the rock types used in the study, which were deformed to preselected positions along their respective post-failure curves and with the assumption that the fractured rock carried none of the applied load, the two techniques of measuring the effective load-bearing area give results which are equivalent.
ZusammenfassungExperimentelle Bestimmung des wahren Spannungs-Dehnungs-Verhaltens von sprödem Gestein Es wird über Ergebnisse experimenteller Studien über das Verhalten von sechs verschiedenen Gesteinen berichtet, welche unter einachsigem Druck im Nach-Bruch-Bereich deformiert wurden. Aufgrund der Beobachtung, daß eine Gesteinsprobe im Nach-Bruch-Bereich als aus brüchigem und gebrochenem Gestein zusammengesetzt betrachtet werden kann und unter der Annahme, daß die Abminderung der Belastbarkeit des Gesteins im Nach-Bruch-Bereich durch die Verringerung der wirksamen Querschnittsfläche der Probe infolge des Wachsens von großen Rissen in der Gesteinsprobe verursacht ist, wird gezeigt, daß es eine maximale wahre Spannung gibt, welche das ungebrochene, feste Gestein ohne inelastische Deformation ertragen kann. Diese Spannung ist konstant und wird als wahre Bruchfestigkeit des Gesteins angesprochen. Die Größe dieser Spannung errechnet sich durch Division der auf die Gesteinsprobe an irgendeinem Punkt der Nach-Bruch-Kurve ausgeübten Kraft durch die wahre, Belastung tragende Querschnittsfläche der Gesteinsprobe an diesem Punkt. Es wurden theoretische und experimentelle Techniken entworfen, welche eine Schätzung der Verminderung der Belastungsfläche an irgendeiner Stelle längs der Nach-Bruch-Kurve der Probe erlauben. Für Gesteinstypen, welche in diesen Untersuchungen benützt wurden und welche an im Voraus gewählten Stellen längs der Nach-Bruch-Kurve deformiert wurden, gaben unter der Annahme, daß das gebrochene Gestein nichts von der aufgebrachten Belastung trug, die beiden Techniken zur Messung der tatsächlich lasttragenden, wirksamen Fläche gleiche Resultate.
Résumé On présente les résultats d'une étude expérimentale du comportement de six types de roches chargées en compression simple dans leur domaine respectif de déformation après la rupture. Si l'on remarque qu'un échantillon de roche après la rupture peut être considéré comme composé de roche cassée et de roche non cassée, et en supposant que la réduction de résistance dans le domaine après la rupture est due à la réduction de la section droite intacte de l'échantillon, réduction résultant de la croissance de grandes fissures dans l'éprouvette, on montre qu'il existe une contrainte vraie maximale que la roche peut supporter sans déformation permanente. Cette contrainte est constante et est réputée être la résistance vraie à la rupture. La valeur de cette contrainte est calculée en divisant la force sur l'échantillon en chaque point de la courbe effort-déformation après la rupture, par la section droite supportant alors véritablement la charge. Des techniques théorique et expérimentale sont développées, qui permettent d'estimer la surface portante vraie de l'échantillon en tout point de la courbe après la rupture. Pour les types de roches utilisées dans cette étude, qui furent déformées à des états pré-déterminés du domaine après la rupture, et avec l'hypothèse que la roche fracturée ne supportait plus aucune contrainte, les deux méthodes de mesures de la section portante ont donné des résultats équivalents.相似文献
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Hideki Sawada Hajime Saito Kumiko Adachi Haruhiko Toyohara 《Journal of Sea Research》2011,65(2):275-283
Bivalves are often the dominant macrobenthos species in exposed sandy beach environments. However, our understanding of their recruitment processes before post-settlement stages on sandy beaches with highly energetic environments is incomplete. To clarify the characteristics of the free-swimming planktonic stage that affects recruitment efficiency in sandy shore ecosystems, we investigated the temporal (weekly–biweekly) variation of bivalve planktonic larval concentration coupled with oceanographic conditions on an exposed sandy shore on the sea of Kashima-nada, Japan, from summer 2003 to autumn 2005. Larvae were observed throughout the year, but the surge of larval concentration composed of sandy beach and sessile bivalves occurred most prominently in summer, from August to September. The peak concentration of larvae during this season was more than 1000 times higher than in other seasons. The larval concentration was positively correlated with water temperature and northward wind velocity and negatively correlated with each of the nutrient concentrations. On the other hand, chlorophyll a concentration and salinity seemed to have little effect on the larval concentration. Based on this fundamental knowledge, further investigations about planktonic larvae in sandy beaches are needed. 相似文献
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Takahashi Keigo D. Makabe Ryosuke Takao Shintaro Kashiwase Haruhiko Moteki Masato 《Journal of Oceanography》2022,78(5):409-424
Journal of Oceanography - In the seasonal ice zone (SIZ), sea-ice algae have been hypothesized to influence phytoplankton species composition in seawater after melting from sea ice. However,... 相似文献
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Multiple‐indicator study of groundwater flow and chemistry and the impacts of river and paddy water on groundwater in the alluvial fan of the Tedori River,Japan 
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下载免费PDF全文 Yumi Iwasaki Yoshioka Kimihito Nakamura Takanori Nakano Haruhiko Horino Ki‐Cheol Shin Satoko Hashimoto Shigeto Kawashima 《水文研究》2016,30(16):2804-2816
To investigate the source, flow paths, and chemistry of rich resources of high‐quality, shallow groundwater in the alluvial fan between the Tedori and Sai rivers in central Japan, we analysed stable isotope ratios of H, O, and Sr and concentrations of major dissolved ions and trace elements in groundwater, river water, and paddy water. The 87Sr/86Sr ratios of the groundwater are related to near‐surface geology: groundwater in sediment from the Tedori River has high 87Sr/86Sr ratios (>0.711), whereas that from the Sai River in the north of the fan has low 87Sr/86Sr ratios (<0.711). δ2H and δ18O values and 87Sr/86Sr ratios indicate that groundwater in the central and southern fans is recharged by the Tedori River, whereas recharge in the north is from the Sai River. Mg2+, Ca2+, Sr2+, HCO3?, and SO42? concentrations and δ2H and δ18O values in the groundwater are high in the central fan and, except for the northern area, tend to increase with distance from the Tedori River. There are linear relationships between 87Sr/86Sr ratio and the reciprocal concentrations of Sr2+, Mg2+, and Ca2+. These geochemical characteristics suggest that as groundwater recharged from the Tedori River flows towards the central fan, it mixes with waters derived from precipitation and paddy water that have become enriched in these components during downward infiltration. These results are consistent with our hydrological analysis and numerical simulation of groundwater flow, thus verifying the validity of the model we used in our simulation of groundwater flow. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
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Tu Binh Minh Mafumi Watanabe Haruhiko Nakata Shinsuke Tanabe Thomas A. Jefferson 《Marine pollution bulletin》1999,39(1-12):383-392
Blubber samples of 2 cetacean species, the Indo-Pacific hump-backed dolphin (Sousa chinensis) (n=11) and finless porpoise (Neophocaena phocaenoides) (n=9), collected from Hong Kong coastal waters were analysed for persistent organochlorines. Mean concentration in the blubber of DDTs was ranked first (46 μg/g wet wt.), followed by PCBs (24 μg/g wet wt.), HCHs (0.76 μg/g wet wt.), chlordane compounds (0.38 μg/g wet wt.) and HCB (0.07 μg/g wet wt.). The present cetacean species may potentially be faced with high risk due to the elevated level of DDTs and PCBs. Relatively high concentrations of PCBs and DDTs can be attributed to the continuous environmental input of these compounds in the Far East region including Hong Kong. Highly chlorinated PCBs such as IUPAC Nos. 138, 153, 180 were the prominent congeners, accounting for 39% of the total PCBs. Mean concentrations of 6 non- and mono-ortho coplanar congeners were 2.1 and 2.8 μg/g wet wt. in the hump-backed dolphin and finless porpoise, respectively. Among highly toxic coplanar PCBs, mono-ortho congener IUPAC No. 118 and non-ortho congener IUPAC No. 126 were estimated to have the greatest toxicity contribution. Tris(4-chlorophenyl) methane (TCPMe) and tris(4-chlorophenyl) methanol (TCPMeOH), which have been the most recently identified microcontaminants, were also detected with the highest concentration of 290 and 300 ng/g (wet wt. basis), respectively. The concentrations of TCPMe relative to TCPMeOH in cetaceans from Hong Kong coastal waters were significantly higher than those found in various seals collected from other parts of the world, suggesting the different metabolic system of these two compounds between seals and cetaceans. Correlations between the concentrations of tris-chlorophenyl compounds with other persistent organochlorines such as HCHs, CHLs, DDTs and PCBs were significant, suggesting their accumulation nature similar to these organochlorines. 相似文献
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Yumi Yoshioka Kimihito Nakamura Hiroshi Takimoto Shinji Sakurai Takao Nakagiri Haruhiko Horino Takeo Tsuchihara 《水文研究》2020,34(16):3539-3554
The large volume of groundwater stored in the Tedori River alluvial fan, Ishikawa Prefecture, Japan, is an important source of local drinking and industrial water. The Tedori River was observed to be highly turbid from the beginning of May 2015 to at least November 2017 due to a landslide in the upper reach of the river. After the landslide, the groundwater level was drawn down by several to 10 m near the middle river section during paddy irrigation periods in 2015 and 2016. This study addresses the impacts of the highly turbid water on groundwater recharge from the river and paddy fields. In 2016, we sampled groundwater, river water, paddy irrigation water, paddy ponding water, and precipitation five times at 2-month intervals. We analysed the H, O, and Sr stable isotopic compositions and major dissolved ion (and Sr) concentrations and compared our data to previous data obtained in June 2011. Ca, Sr, Cl, SO4, and TN concentrations and δ18O values were higher in June 2016 than in June 2011; these increases were more extreme along the left bank of the Tedori River than along the right bank. We explored the mixing of Tedori River water with groundwater using a two-endmember mixing model based on their Sr concentrations and isotopic compositions. Compared to June 2011, mixing ratios were decreased near the Tedori River in 2016, and larger decreases were observed along the left bank and in the middle stream area. These results confirm that the contribution to groundwater recharge from the river decreased during the turbidity event, particularly along the left bank. 相似文献
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Takanori Sato Nobuaki Tanaka Anand Nainar Koichiro Kuraji Mie Gomyo Haruhiko Suzuki 《水文科学杂志》2020,65(13):2322-2335
ABSTRACT Many studies have focused on soil erosion in unmanaged Japanese cypress plantations because the sparse understory vegetation and litter covering the forest ground enhance soil erosion. In this study, soil erosion, litter, and overland flow measurements were conducted over 14 months to identify the spatio-temporal variation and examine the optimal sample size. Fifteen traps (each 0.25 m wide) were installed in line along the bottom of a 15-m-wide slope. Soil erosion and overland flow had large spatial variations as compared to litter. The temporal coefficient of variation of soil erosion and overland flow was highest during dry seasons, while smaller during wet seasons. The random sampling analysis showed that the rate of decrease in spatio-temporal variation became moderate as the sample size increased beyond six. This result indicated that the optimal sample size was five, the total width of which was equivalent to about 8% of the monitored slope width. 相似文献