Search
CSV
RISAspects to Consider in the Assessment of Effective Stiffness for Reinforced Concrete Beams
Publisher: ASCE
Abstract: The stiffness of any structural element depends on its geometrical form (prismatic or nonprismatic), its length, its supporting conditions, and its mechanical properties as a function of the constitutive laws, which are ...
Closure to “Stiffness Formulation for Nonprismatic Beam Elements” by Arturo Tena‐Colunga
Publisher: American Society of Civil Engineers
Approximating Lateral Stiffness of Stories in Elastic Frames
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 ...
Discussion: Seismic Response of Asymmetric Systems: Energy-Based Approach
Publisher: American Society of Civil Engineers
Experiments on Seismic Performance of RC Frames with Hinging Columns
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 ...
On the Accuracy of Wall Similarity Methods in Determining Friction Velocity Over Smooth and Ribletted Surfaces
Publisher: The American Society of Mechanical Engineers (ASME)
Closure to “<i>Approximating Lateral Stiffness of Stories in Elastic Frames</i>” by Arturo E. Schultz (January, 1992, Vol. 118, No. 1)
Publisher: American Society of Civil Engineers
Erratum:
Publisher: American Society of Civil Engineers
Discussion of “Behavior and Modeling of Nonprismatic Members Having T-Sections” by Can Balkaya
Publisher: American Society of Civil Engineers
Discussion of “Lateral Stiffness of Shear Walls with Openings” by A. Neuenhofer
Publisher: American Society of Civil Engineers