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Browsing by Author "Gupta, Rakesh"
Now showing items 1-20 of 59
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Oshnack, Mary Elizabeth (2010-03-02)This thesis is comprised of two manuscripts based on a laboratory experiment conducted to examine realistic wave forcing on a vertical wall subjected to tsunami loading. The first manuscript examined tsunami force and pr ...
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Analytical and experimental investigation of the behavior of metal-plate-connected wood truss joints Vatovec, Milan (1995-11-16)A commercially available, three-dimensional (3-D) finite-element (FE) analysis program was used to model metal-plate-connected (MPC) joints in wooden trusses. The model's features included consideration of material pro ...
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Wilson, Jebediah (2008-10-16)The goal of this study was to develop an understanding of the nature of surge wave loading on wood framed residential structures for a variety of building configurations and test conditions. The objectives of the study ...
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Redlinger, Mark J., 1972- (1998-01-12)The objective of this research is to understand the behavior of metal-plate- connected (MPC) joints by examining actual MPC truss heel and tension splice joints subjected to hurricane wind load simulations and impact l ...
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Rathi, Vardan M. (2009-04-22)The fundamental intent of the study was to develop an innovative wood-strand composite for use in structural applications. Plantation grown, low density, hybrid poplar was used in the study which was found to be appropri ...
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Characterizing perpendicular-to-grain compression (C-perpendicular to) behavior in wood construction Basta, Craig Thomas; Gupta, Rakesh; Leichti, Robert J.; Sinha, Arijit (Walter de Gruyter & Co., 2011-10)Current compression perpendicular-to-grain (C-perpendicular to) design values for wood members are based on mean stress obtained from ASTM D143 specimen. The standard ASTM test with metal on wood bearing has limited appl ...
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Basta, Craig Thomas (2005-09-21)Current compression perpendicular-to-grain (c-perp) design values for wood members are based on mean stress using the ASTM D143 specimen. Base design value, as determined from 0.04-in deformation in the ASTM specimen, is ...
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Riyanto, Djoko S. (1996-04-25)Five different test methods to determine the parallel-to-grain shear strength of Douglas-fir structural lumber were compared. Four methods assessed the shear strength of lumber sections having a full nominal two by fo ...
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Comparison of screening, evaluation, rehabilitation and design provisions for wood-framed structures Baxter, Preston (2004-02-09)Many publications, documents, codes and guidelines exist related to the seismic evaluation and rehabilitation design of existing buildings. This report discusses the assumptions and methods employed for investigation of ...
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Damage Assessment of a Full-Scale Six-Story Wood-Frame Building Following Triaxial Shake Table Tests van de Lindt, John W.; Gupta, Rakesh; Pei, Shiling; Tachibana, Kazuki; Araki, Yasuhiro; Rammer, Douglas; Isoda, Hiroshi (American Society of Civil Engineers, 2012-01)In the summer of 2009, a full-scale midrise wood-frame building was tested under a series of simulated earthquakes on the world's largest shake table in Miki City, Japan. The objective of this series of tests was to vali ...
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Turan, O. Tugrul (2009-12-11)Due to age, original design that is deficient by modern standards, inadequate maintenance, environmental conditions, and increasing loads, large numbers of bridges in United States and elsewhere are classified as deficie ...
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Lucksiri, Kraisorn (2012-03-21)During the past several decades, earthquakes have caused extensive damage to buildings, including wood-frame, single-family dwellings, in the United States. In order to mitigate future losses, existing buildings in ear ...
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van de Lindt, John W.; Pei, Shiling; Dao, Thang; Graettinger, Andrew; Prevatt, David O.; Gupta, Rakesh; Coulbourne, William (American Society of Civil Engineers, 2013-02)Tornadoes represent a unique natural hazard because of the very low probability of occurrence, short warning times (on the order of only a few minutes), and the intense and destructive forces imposed on engineered and ...
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Kent, Scott M. (1995-11-17)The objectives of this research were to evaluate the behavior of actual metal-plate-connected (MPC) tension-splice and heel wood truss joints under seismic loads from the Northridge earthquake (tension-splice joints o ...
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Sinha, Arijit; Nairn, John A.; Gupta, Rakesh (Springer, 2012-11)Fracture toughness of wood and wood composites has traditionally been characterized by a stress intensity factor, an initiation strain energy release rate (G[subscript init]) or a total energy to fracture (G[subscript f] ...
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Sinha, Arijit (2010-12-16)Engineers, in practice, are often faced with the challenge of evaluating a fire-damaged structure and developing a rehabilitation and retrofit plan. In order to decide on a rehabilitation and retrofit plan, information o ...
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Gupta, Rakesh; Sinha, Arijit (Walter de Gruyter, 2012-07)The effect of grain angle (GA) on shear strength of Douglas-fir has been evaluated. Shear block specimens with a GA varying from 0 to 90° was loaded in the shear plane, resulting in failure mode transitioning from parall ...
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Morrell, Jeffrey J.; Gupta, Rakesh; Winandy, Jerrold E.; Riyanto, Djoko S. (Society of Wood Science and Technology, 1998-10)This study evaluated the effects of pretreatment incising of dry lumber and preservative treatment on the shear strength of 1980 pieces of 2 X 4 dimension lumber (nominal 50 mm X 100 mm X 3.6 m long). Three species group ...
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Lucksiri, Kraisorn; Miller, Thomas H.; Gupta, Rakesh; Pei, Shiling; van de Lindt, John W. (American Society of Civil Engineers, 2012-02)A numerical investigation is presented on effects of plan configuration on seismic responses of single-story, wood-frame dwellings. 151 models were developed using observations of 412 dwellings of rectangular, L, T, U, a ...
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