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  1. 32-digit values of the first 100 recurrence coefficients for the half-range Freud weight function with exponent 10

    2017-10-23 16:05:20 | Contributor(s): Walter Gautschi | doi:10.4231/R72N50FJ

    32-digit values of the first 100 recurrence coefficients for the weight function w(x)=x^mu*exp(-x^nu) on [0,Inf], mu=0, nu=10

    https://purr.purdue.edu/publications/2846

  2. 32-digit values of the first 100 recurrence coefficients for the half-range Freud weight function with exponent 8

    2017-10-23 16:04:43 | Contributor(s): Walter Gautschi | doi:10.4231/R76D5R5W

    32-digit values of the first 100 recurrence coefficients for the weight function w(x)=x^mu*exp(-x^nu) on [0,Inf], mu=0, nu=8

    https://purr.purdue.edu/publications/2845

  3. 32-digit values of the first 100 recurrence coefficients for the half-range Freud weight function with exponent 6

    2017-10-23 16:04:03 | Contributor(s): Walter Gautschi | doi:10.4231/R7B56GW6

    32-digit values of the first 100 recurrence coefficients for the weight function w(x)=x^mu*exp(-x^nu) on [0,Inf], mu=0, nu=6

    https://purr.purdue.edu/publications/2844

  4. 32-digit values of the first 100 recurrence coefficients for the half-range squared generalized Binet weight function with parameter 1/2

    2017-10-23 16:01:41 | Contributor(s): Walter Gautschi | doi:10.4231/R7FT8J7R

    32-digit values of the first 100 recurrence coefficients for the weight function w(x)=log^2(1-a*exp(-x)) on [0,Inf], a = 1/2

    https://purr.purdue.edu/publications/2842

  5. 32-digit values of the first 100 recurrence coefficients for the half-range squared Binet weight function

    2017-10-23 15:57:20 | Contributor(s): Walter Gautschi | doi:10.4231/R7KK98Z2

    32-digit values of the first 100 recurrence coefficients for the weight function w(x)=log^2(1-exp(-x)) on [0,Inf]

    https://purr.purdue.edu/publications/2841

  6. 32-digit values of the first 100 recurrence coefficients for the half-range generalized Binet weight function with parameter 1/2

    2017-10-23 15:04:28 | Contributor(s): Walter Gautschi | doi:10.4231/R7QC01NW

    32-digit values of the first 100 recurrence coefficients for the half-range generalized Binet weight function w(x)=-log(1-a*exp(-x)) on [0,Inf], a = 1/2

    https://purr.purdue.edu/publications/2840

  7. 32-digit values of the first 100 recurrence coefficients for the squared generalized Binet weight function with parameter 1/2

    2017-10-23 15:56:41 | Contributor(s): Walter Gautschi | doi:10.4231/R7V40SC7

    32-digit values of the first 100 recurrence coefficients for the weight function w(x)=log^2(1-a*exp(-|x|)) on [-Inf,Inf], a = 1/2

    https://purr.purdue.edu/publications/2839

  8. 32-digit values of the first 100 recurrence coefficients for the generalized Binet weight function with parameter 1/2

    2017-10-23 13:09:14 | Contributor(s): Walter Gautschi | doi:10.4231/R7ZW1J3N

    32-digit values of the first 100 recurrence coefficients for the weight function w(x)=-log(1-a*exp(-|x|)) on [-Inf,Inf], a = 1/2

    https://purr.purdue.edu/publications/2838

  9. Repeated Free-Viewing of a Natural Movie Stimulus Using fMRI

    2017-10-06 13:11:21 | Contributor(s): Kun-Han Lu, Lauren Kelly Marussich, Haiguang Wen, Shao-Chin Hung, Zhongming Liu | doi:10.4231/R71V5C4T

    Video-fMRI dataset acquired by the Laboratory of Integrated Brain Imaging (LIBI, https://engineering.purdue.edu/libi) at Purdue University.

    https://purr.purdue.edu/publications/2830

  10. Data for Neural Encoding and Decoding with Deep Learning for Dynamic Natural Vision Tests - Subject 2

    2017-09-18 20:05:34 | Contributor(s): Haiguang Wen, Junxing Shi, Yizhen Zhang, Kun-Han Lu, Jiayue Cao, Zhongming Liu | doi:10.4231/R7NS0S1F

    This is a video-fMRI dataset for subject 2 (out of three) acquired by the Laboratory of Integrated Brain Imaging (LIBI).

    https://purr.purdue.edu/publications/2806

  11. Performance of Masonry Structures in Nepal

    2017-09-18 17:16:23 | Contributor(s): Prateek Pratap Shah, Pranjal Pratap Shah, Praveen Pratap Shah | doi:10.4231/R7RV0KVB

    A survey of 21 masonry structures was carried out in Kirtipur, Nepal from June 6, 2016 to August 10, 2016.

    https://purr.purdue.edu/publications/2702

  12. Performance of Low-rise Reinforced Concrete Buildings in the 2016 Ecuador Earthquake

    2017-09-18 18:46:37 | Contributor(s): Chungwook Sim, Enrique Villalobos, Jhon Paul Smith, Pedro Rojas, Santiago Pujol, Aishwarya Y. Puranam, Lucas A. Laughery | doi:10.4231/R7ZC8111

    The earthquake in Ecuador occurred on April 16, 2016 with a moment magnitude of 7.8. It caused more than 660 casualties and over 27,730 people were injured. The survey was performed from July 10 through July 17, 2016 in the cities of Manta,...

    https://purr.purdue.edu/publications/2727

  13. Database on Performance of High-Rise Reinforced Concrete Buildings in the 2015 Nepal Earthquake

    2017-09-18 18:48:14 | Contributor(s): Prateek Pratap Shah, Santiago Pujol, Aishwarya Y. Puranam | doi:10.4231/R76T0JSQ

    On April 25, 2015, a magnitude 7.8 earthquake occurred in Nepal. It caused more than 8500 casualties and left over 22000 people injured. Another major earthquake of magnitude 7.3 occurred in Nepal on May 12, 2015.

    https://purr.purdue.edu/publications/2703

  14. An Investigation of the Unit Shear Strength of Geometrically Scaled Reinforced Concrete Beams

    2017-09-18 18:51:47 | Contributor(s): Matthew Murray, Santiago Pujol | doi:10.4231/R7BK19HF

    This study examines the influence of beam size on the shear capacity of geometrically scaled reinforced concrete beams without web reinforcement.

    https://purr.purdue.edu/publications/2697

  15. A New Perspective on the Tensile Strength of Lap Splices in Reinforced Concrete Members

    2017-09-18 17:18:28 | Contributor(s): Brian Richter, Santiago Pujol | doi:10.4231/R7GB2275

    Three series of tests were conducted on specimens with lap lengths varying from 20 to 85 bar diameters. The results indicate that increasing the length of a lap splice beyond 45 bar diameters was an inefficient way to increase the strength of...

    https://purr.purdue.edu/publications/2704

  16. Performance of Reinforced Concrete Buildings in the 2016 Taiwan (Meinong) Earthquake

    2017-09-15 20:39:38 | Contributor(s): Santiago Pujol, Ayhan Irfanoglu, Mohammad Jahanshahi, Lucas A. Laughery, Aishwarya Puranam, Li-Hui Cheng, Pedram Hesam, Alana Lund, Rih-Teng Wu, Shyh-Jiann Hwang, Tsung-Chih Chiou, Lap-Loi Chung, Chiun-Lin Wu, Wen-Cheng Shen, Yi-An Li, Pu-Wen Weng, Fu-Pei Hsiao, Tung-Chi Tsai, Weng-Kin Lam, Chia-Chen Lin, Chao-Hsien Li | doi:10.4231/R7M32SZ3

    On February 06, 2016, a magnitude 6.7 earthquake occurred in Meinong, Taiwan. After reconnaissance effort conducted on reinforced concrete structures in and around Tainan City and this database contains result of this survey.

    https://purr.purdue.edu/publications/2748

  17. Effect of Maximum Aggregate Size on the Shear Strength of Geometrically Scaled Reinforced Concrete Beams

    2017-09-15 18:37:37 | Contributor(s): Derek R. Daluga, Santiago Pujol | doi:10.4231/R7319T25

    Dataset that supplements D.R. Deluga's disertation

    https://purr.purdue.edu/publications/2694

  18. Minimum amount of High-Strength Steel Reinforcement in Reinforced Concrete Elements

    2017-09-15 18:09:59 | Contributor(s): Aishwarya Y. Puranam, Santiago Pujol | doi:10.4231/R7WH2N5R

    This dataset consists of tests on one-way slabs and walls to study the minimum amount of high-strength steel reinforcement in concrete elements that were conducted at Bowen Laboratory for Large-Scale Civil Engineering Research in Purdue University.

    https://purr.purdue.edu/publications/2713

  19. Reinforced Concrete Columns Reinforced with High-Strength Steel

    2017-09-15 17:46:21 | Contributor(s): Jeffrey Rautenberg, Santiago Pujol | doi:10.4231/R7N29V4S

    In this project, the use high-strength bars (having a yield stress exceeding 80 ksi) as longitudinal reinforcement for columns is reconsidered.

    https://purr.purdue.edu/publications/2696

  20. Response of High-Strength Steel Reinforced Concrete Frames to Simulated Earthquakes

    2017-09-15 17:40:47 | Contributor(s): Lucas A Laughery, Santiago Pujol | doi:10.4231/R7TM7899

    This dataset contains data from dynamic tests of four reinforced concrete portal frames. The frames were tested on the unidirectional earthquake simulator at Bowen Laboratory for Large-Scale Civil Engineering Research during the fall of 2015.

    https://purr.purdue.edu/publications/2597

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