3,796 research outputs found
Electronic Medical Archives: A Different Approach on Applying Re-Signing Mechanism to the Digital Signature
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Effect of vocabulary size on semantic processing of Chinese characters for fifth graders and adults.
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DS_10.1177_0022034519847122 – Supplemental material for Salispheres from Different Major Salivary Glands for Glandular Regeneration
No full textSupplemental material, DS_10.1177_0022034519847122 for Salispheres from Different Major Salivary Glands for Glandular Regeneration by H.W. Lee, Y.C. Hsiao, Y.C. Chen, T.H. Young and T.L. Yang in Journal of Dental Research</p
Amynthas rockefelleri Chen 1933
No full text<i>Amynthas rockefelleri</i> (Chen, 1933) <p> <b>Material examined.</b> 27 specimens altogether. 1 clitellate and 1 aclitellate, Dongju, Daping Village, along Junghsin Road between health centre and gas station, 25°57'42.5''N, 119°58'34.1''E, 45 m asl, 30 May 2012, H.P. Chen & T.L. Ai (TESRI-O- 2012-48 -4); 1 clitellate, Dongju, near Dapu Stone Inscription, 25°57'01.0''N, 119°57'46.9''E, 46 m asl, 30 May 2012, H.P. Chen & T.L. Ai (TESRI-O- 2012-51 -3); 1 clitellate, Nangan, from a roadside ditch near the weather station, 26°10'15.3''N, 119°55'32.5''E, 48 m asl, 31 May 2012, H.P. Chen & T.L. Ai (TESRI-O- 2012- 54 -2); 5 clitellates, Nangan, Hanlinjiao, from roadside ditches, 26°10'28.9''N, 119°55'01.7''E, 39 m asl, 25 June 2012, H.P. Chen & W.J. Chih (TESRI-O- 2012-58 -3); 1 clitellate, Nangan, Mt. Yuntai, 26°09'02.1''N, 119°55'23.2''E, 242 m asl, 25 June 2012, H.P. Chen & W.J. Chih (TESRI-O- 2012-59 -3); 3 clitellates, Beigan, Tangchi Village, near a trash treatment field, 26°13'59.9''N, 120°00'17.4''E, 64 m asl, 26 June 2012, H.P. Chen & W.J. Chih (TESRI-O- 2012-61 -8); 2 clitellates, Beigan, around Bishan Lookout, 26°13'30.9''N, 119°59'33.3''E, 258 m asl, 26 June 2012, H.P. Chen & W.J. Chih (TESRI-O- 2012-62 -6); 1 clitellate, Beigan, along the road between Chinbi Village and Bishan Lookout, 26°13'22.7''N, 119°59'16.7''E, 210 m asl, 26 June 2012, H.P. Chen & W.J. Chih (TESRI-O- 2012-63 -6); 1 clitellate, Beigan, Mt. Nigu, 26°11'45.2''N, 119°58'19.6''E, 59 m asl, 26 June 2012, H.P. Chen & W.J. Chih (TESRI-O- 2012-64 -3); 3 clitellates, Dongju, Fuzheng Reservoir, 25°57'58.1''N, 119°58'40.8''E, 23 m asl, 27 June 2012, H.P. Chen & W.J. Chih (TESRI-O- 2012-66 -6); 1 semi-clitellate, Nangan, from Motianling Path, 26°09'41.2''N, 119°57'15.1''E, 142 m asl, 28 August 2012, H.P. Chen & H.H. Huang (TESRI-O-2012-115-3); 1 clitellate and 1 aclitellate, Dongju, near Dapu Stone Inscription, 25°57'01.0''N, 119°57'46.9''E, 46 m asl, 29 August 2012, H.P. Chen & H.H. Huang (TESRI-O-2012-118-3); 2 clitellates and 1 aclitellate, Dongju, near Mysterious Little Bay, 25°57'40.4''N, 119°58'45.0''E, 6 m asl, 29 August 2012, H.P. Chen & H.H. Huang (TESRI-O-2012-119-3); 1 aclitellate, Dongyin, from a roadside ditch outside Beiao, 26°22'01.1''N, 120°29'33.5''E, 51 m asl, 31 August 2012, H.P. Chen & H.H. Huang (TESRI-O-2012-127-2).</p>Published as part of <i>Shen, Huei-Ping, Chang, Chih-Han & Chih, Wen-Jay, 2015, Earthworms from Matsu, Taiwan with descriptions of new species of the genera Amynthas (Oligochaeta: Megascolecidae) and Drawida (Oligochaeta: Moniligastridae), pp. 425-450 in Zootaxa 3973 (3)</i> on page 445, DOI: 10.11646/zootaxa.3973.3.2, <a href="http://zenodo.org/record/232280">http://zenodo.org/record/232280</a>
Experimental evaluation of the seismic performance of steel MRFs with compressed elastomer dampers using large-scale real-time hybrid simulation
Full text linkReal-time hybrid simulation combines experimental testing and numerical simulation, and thus is a viable experimental technique for evaluating the effectiveness of supplemental damping devices for seismic hazard mitigation. This paper presents an experimental program based on the use of the real-time hybrid simulation method to verify the performance-based seismic design of a two story, four-bay steel moment resisting frame (MRF) equipped with compressed elastomer dampers. The laboratory specimens, referred to as experimental substructures, are two individual compressed elastomer dampers with the remainder of the building modeled as an analytical substructure. The proposed experimental technique enables an ensemble of ground motions to be applied to the building, resulting in various levels of damage, without the need to repair the experimental substructures, since the damage will be within the analytical substructure. Statistical experimental response results incorporating the ground motion variability show that a steel MRF with compressed elastomer dampers can be designed to perform better than conventional steel special moment resisting frames (SMRFs), even when the MRF with dampers is significantly lighter in weight than the conventional MRF
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