Shake-table test of a full-scale 7-story building slice. Phase I: Rectangular wall
This paper is a companion to “Displacement-Based Method of Analysis for Regular
Reinforced-Concrete Wall Buildings: Application to a Full-Scale 7-Story Building Slice …
Reinforced-Concrete Wall Buildings: Application to a Full-Scale 7-Story Building Slice …
Shake‐table tests of a three‐story reinforced concrete frame with masonry infill walls
A Stavridis, I Koutromanos… - Earthquake Engineering & …, 2012 - Wiley Online Library
This paper presents the shake‐table tests of a 2/3‐scale, three‐story, two‐bay, reinforced
concrete frame infilled with unreinforced masonry walls. The specimen is representative of …
concrete frame infilled with unreinforced masonry walls. The specimen is representative of …
Damage identification study of a seven-story full-scale building slice tested on the UCSD-NEES shake table
A full-scale seven-story reinforced concrete building section was tested on the UCSD-NEES
shake table during the period October 2005–January 2006. The shake table tests were …
shake table during the period October 2005–January 2006. The shake table tests were …
Experimental seismic behavior of a two-story CLT platform building
Cross-laminated timber (CLT) manufacturing and construction has been steadily growing
since its inception in Europe in the 1990s. In the US, the growth of the CLT adoption is …
since its inception in Europe in the 1990s. In the US, the growth of the CLT adoption is …
Full-scale structural and nonstructural building system performance during earthquakes: Part I–specimen description, test protocol, and structural response
A landmark experimental program was conducted to advance the understanding of
nonstructural system performance during earthquakes. The centerpiece of this effort …
nonstructural system performance during earthquakes. The centerpiece of this effort …
Full-scale structural and nonstructural building system performance during earthquakes: Part II–NCS damage states
Nonstructural components and systems (NCSs) provide little to no load bearing capacity to a
building; however, they are essential to support its operability. As a result, 75–85% of the …
building; however, they are essential to support its operability. As a result, 75–85% of the …
Finite-element model updating for assessment of progressive damage in a 3-story infilled RC frame
This paper presents a study on the identification of progressive damage, using an equivalent
linear finite-element model updating strategy, in a masonry infilled RC frame that was tested …
linear finite-element model updating strategy, in a masonry infilled RC frame that was tested …
Experimental evaluation of acceleration waveform replication on electrohydraulic shaking tables: A review
G Shen, Z Zhu, X Li, G Li, Y Tang… - International Journal of …, 2016 - journals.sagepub.com
An electrohydraulic shaking table is an essential experimental facility in many industrial
applications to real-time simulate actual vibration situations including structural vibration and …
applications to real-time simulate actual vibration situations including structural vibration and …
Acceleration tracking performance of the UCSD-NEES shake table
The main objective of this paper is to investigate the tracking (signal reproduction) capability
of the UCSD-NEES shake table system through a series of broadband and harmonic …
of the UCSD-NEES shake table system through a series of broadband and harmonic …
A novel system identification method for servo-hydraulic shaking table using physics-guided long short-term memory network
W Guo, C He, P Shao - Mechanical Systems and Signal Processing, 2022 - Elsevier
Effective system identification is critical to realize the high-performance control of shaking
table, however, the common reduced-fidelity models can rarely capture the practical …
table, however, the common reduced-fidelity models can rarely capture the practical …