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    Approximating Lateral Stiffness of Stories in Elastic Frames 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 001
    Author(s): Arturo E. Schultz
    Publisher: American Society of Civil Engineers
    Abstract: Despite advances in the computer analysis of frame buildings for lateral loads, there remains a need for simple models that provide accurate estimates of response. The concept of lateral stiffness is reviewed, and it is ...
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    Experiments on Seismic Performance of RC Frames with Hinging Columns 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): Arturo E. Schultz
    Publisher: American Society of Civil Engineers
    Abstract: The seismic behavior of reinforced concrete (RC) frames with hinging columns, also known as strong‐beam–weak‐column (SBWC) frames, is studied from earthquake‐simulation test results of two small‐scale models. The models ...
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    Closure to “<i>Approximating Lateral Stiffness of Stories in Elastic Frames</i>” by Arturo E. Schultz (January, 1992, Vol. 118, No. 1) 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author(s): Arturo E. Schultz
    Publisher: American Society of Civil Engineers
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    Erratum: 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author(s): Arturo E. Schultz
    Publisher: American Society of Civil Engineers
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    Characterizing the In-Plane Rocking Response of Masonry Walls with Unbonded Posttensioning 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Dimitrios Kalliontzis; Arturo E. Schultz
    Publisher: American Society of Civil Engineers
    Abstract: Unlike the use of bonded reinforcement to anchor a masonry wall to its foundation, the use of unbonded posttensioning may result in a controlled rocking response of the wall. Considering that conventional analysis techniques ...
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    Girder Differential Deflection and Distortion-Induced Fatigue in Skewed Steel Bridges 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 002
    Author(s): Evan M. Berglund; Arturo E. Schultz
    Publisher: American Society of Civil Engineers
    Abstract: The prevalence of fatigue cracking in steel bridge girders due to out-of-plane web distortion motivates development of procedures to evaluate the effects of distortional fatigue. In a previous study sponsored by the Minnesota ...
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    Finite-Element Models for Slender, Posttensioned Masonry Walls Loaded Out-of-Plane 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author(s): Jennifer R. Bean Popehn; Arturo E. Schultz
    Publisher: American Society of Civil Engineers
    Abstract: Nonlinear finite-element models were developed, verified, and used to simulate the measured response of twelve 3.54 m (11.6 ft) tall posttensioned masonry walls with
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    Unbonded Post-Tensioned Structural Masonry Wall with Rubber Interface for Limited-Damage Systems 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021223
    Author(s): Dimitrios Kalliontzis; Arturo E. Schultz; Sri Sritharan
    Publisher: ASCE
    Abstract: Unbonded post-tensioned (UPT) tendons have been used in structural masonry walls to enhance the self-centering capability of the walls. However, the lateral displacement capacity of masonry walls with UPT tendons can be ...
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    Behavior of Girder-Floor Beam Connections in Prestressed Concrete Pedestrian Bridges Subjected to Lateral Impact Loads 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Eray Baran; Arturo E. Schultz; Catherine E. French
    Publisher: American Society of Civil Engineers
    Abstract: Each year a large number of concrete bridges are subjected to impact by overheight vehicles or vehicles carrying overheight objects. Most bridge owners in the United States are concerned with the increasing trend of bridges ...
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    Behavior of Slender, Posttensioned Masonry Walls under Transverse Loading 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Jennifer R. Bean Popehn; Arturo E. Schultz; Christopher R. Drake
    Publisher: American Society of Civil Engineers
    Abstract: A conceptual model of the response of slender, posttensioned masonry walls to uniformly distributed, transverse loading is introduced and verified through an experimental program. To validate the model, 12 simply supported ...
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