Monday, 12 January 2015

Shake table test

CFS-NEES Full-Scale Shake Table Test (MCE-level, all cameras) - Duration: 4: 11. Simpson Strong-Tie participated in an unprecedented test to highlight the importance of earthquake-resistant construction an ultimately, improve the constr. The main purpose of this paper is to present some aspects of the recent experience obtained throughout the accomplishment of several series of tests (on different types of structures) which were achieved . Nowadays, the dynamic properties of structures can be easily calculated using computer software. However, various uncertain factors disturb .

Key Words: seismic design, pile foundation, shaking table test , damage control design.

Structural design methods for building superstructures have recently .

The Units Under Test (UUTs) consisted of four rooftop units mounted on four Thybar roof curbs. Stone masonry shake table test at the University of Engineering and Technology, Peshawar, Pakistan. The goal is to better understand how cold-formed steel structures withstand earthquakes and the fires that may follow.


This video presents the shaking table test made to an unscaled mock-up of an interlocking compressed earth block . Shake table test of seismic isolation floor for vertical motion in full scale model - Duration: 0:55. Existing masonry buildings were built for many centuries taking into account mostly vertical static loads according to the experience of the builder and without reference to any particular seismic code. But also in seismic areas, existing masonry structures represent an important part of the building stock.


Seismic Table - AREVA - Duration: 0:32. Overview of shake - table test considerations. Scaling and design of test structures.


An innovative dual shake table testing system is designed and constructed for . The input ground excitation used during the test was from the records obtained near the . The three-story, half-scale test structure . WEGAI specializes in qualification of all types of electrical and mechanical equipment by seismic testing and have overseen shake table tests in laboratories throughout North America, Europe, and Asia (click here for lab affiliates). The lateral-force-resisting system of the building included unbonded posttensioned (UPT) concrete walls in one direction and bonded posttensioned frames in the orthogonal direction. The companion paper presents an . RC shear wall specimens under the expected high- frequency ground motion in eastern North America. This paper presents shake table test on two identical 1:0.


During the shaking table tests , the specimen experienced damage of the concrete slabs, beam-to-column connections, and nonstructural . Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.

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