Educational Shake Table Models of Cfs Shear Walls

نویسندگان

  • S. G. Buonopane
  • K. Burkhart
  • J. Puleo
  • X. Li
  • T. Earley
  • B. W. Schafer
چکیده

Small-scale, instructional shake tables, such as the UCIST shake table, are used at many colleges and universities to provide educational and research experiences in seismic behavior of structural systems. This paper describes the development of a physical model and associated educational materials that demonstrate the seismic behavior of shear walls used in cold-formed steel (CFS) building systems. Existing research has demonstrated that much of the non-linear behavior of the shear walls occurs due to the relative motion between the CFS frame and sheathing, which results in the fasteners progressively damaging the sheathing material. The shake table model consists of a hinged steel frame, a rigid sheathing panel, and fasteners surrounded by rubber bushings to provide sufficient relative motion between the frame and sheathing. The dynamic properties of the system can be varied by changing the number of fasteners, the stiffness of the rubber, and the mass of the model. The model can be excited with whitenoise, to characterize the frequency and damping, or with earthquake ground motions to study the effect of shear wall properties on the seismic response. A second type of sheathing panel, which is damaged by the fasteners, demonstrates the effect of accumulated damage on the dynamic response of the system. The physical models, along with companion computational tools in OpenSees and MATLAB, demonstrate that key aspects of the seismic behavior of CFS shear walls can be effectively reproduced in small-scale models for educational use. Associate Professor, Dept. of Civil and Environmental Engineering, Bucknell University, Lewisburg, PA 17837. [email protected]. Undergraduate Research Assistant, Dept. of Civil and Environmental Engineering, Bucknell University, Lewisburg, PA 17837. Professor, Dept. of Civil Engineering, Johns Hopkins University, Baltimore, MD 21218-2682. Buonopane SG, Burkhart K, Puleo J, Li X, Earley T, Schafer BW. Educational shake table models of CFS shear walls. Proceedings of the 10th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK, 2014. DOI: 10.4231/D3V40K066 Educational shake table models of CFS shear walls S.G. Buonopane, K. Burkhart, J. Puleo, X. Li, T. Earley, B.W. Schafer

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Fastener-based Computational Models for Prediction of Seismic Behavior of Cfs Shear Walls

A common lateral force resisting system for cold-formed steel (CFS) buildings consists of shear walls sheathed with oriented strand board (OSB). Previous experimental and computational research on CFS shear walls, as well as those with other framing materials, has demonstrated that the complex interaction of the fasteners with the sheathing is an important factor in the nonlinear behavior of th...

متن کامل

Seismic design of multi - story cold - formed steel buildings : the CFS - NEES archetype building

Lightweight cold-formed steel (CFS) framing is an effective building solution for low and mid-rise structures. However, systems level response and component contributions as well as their interactions such as those from lateral-load resisting systems, floor diaphragms, studs to track connections, etc., are not fully understood. Existing building codes for the CFS frame buildings are based solel...

متن کامل

Drift Capacity Models and Shear Strength Degrading Models for Slab-column Connections

Data collected from shake table tests of two, approximately one-third scale, two story flat plate frames utilizing shear reinforcement, as well as data from prior tests, were evaluated to assess the inter-story drift ratios when punching failures occur for reinforced concrete and post-tensioned slab-column connections with and without shear reinforcement. The drift ratios at punching for the sh...

متن کامل

Modeling the seismic response of cold-formed steel framed buildings: model development for the CFS-NEES building

The objective of this paper is to investigate the response of a cold-formed steel framed building subjected to earthquake excitation primarily through nonlinear time history analysis employing the incremental dynamic analysis (IDA) framework. The two-story archetype building from the Cold-Formed Steel – Network for Earthquake Engineering Simulation (CFS-NEES) project is analyzed using OpenSees....

متن کامل

Non-Linear Behavior and Shear Strength of Diagonally Stiffened Steel Plate Shear Walls

In this study, non-linear behavior of diagonally stiffened steel plate shear walls as a seismic resisting system has been investigated, and theoretical formulas for estimating shear strength capacity of the system have been proposed. Several validated analytical finite element models of steel shear walls with various stiffener dimensions are generated to verify and compare the analytical and th...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2014