Shaking table tests of granite cladding with dowel pin connection

Huang, Baofeng; Liu, Wensheng; Günay, Selim

doi:10.1007/s10518-019-00741-x

Cited by 16 publications

(4 citation statements)

References 24 publications

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“…Anajafi and Medina [34] indicated that the recommended FAA distribution profile in ASCE 7-16 did not envelop the recorded data in the instrumented buildings. In [35], similar conclusions were addressed regarding the FAA demand in the instrumented buildings. Most recently, a nonlinear dynamic analysis of 16 steel frame buildings was performed by the authors in [36].…”

Section: Introductionmentioning

confidence: 68%

Evaluation of the Floor Acceleration Amplification Demand of Instrumented Buildings

Huang

Liu

2021

Advances in Civil Engineering

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The floor acceleration amplification (FAA) factor is one of the most critical parameters in computing the equivalent seismic force of nonstructural component (NC). To evaluate the heightwise FAA distribution profile, the recorded acceleration response of the instrumented buildings was analyzed using the California Strong Motion Instrumentation Program (CSMIP) database. The FAA demands for three groups of buildings consisting of reinforced concrete, steel, and masonry buildings were analyzed. In each group, the buildings were classified into four subgroups according to their heights. Parabolic distribution profiles were suggested that could envelop most of the FAA data, as demonstrated by the processed results. An earthquake experience-based importance factor was suggested in terms of the percentage of the enveloped records. The obtained FAAs at the roof were generally larger than those in other levels. The percentile distributions of the roof acceleration amplification (RAA) were computed. The results showed that the roof FAA was underestimated in ASCE 7-16. The magnitudes of the FAA and the RAA correlated to the fundamental period of the building, which was considered by classifying the buildings according to the period ranges. The RAA profile against the period was obtained from a regression analysis. The developed FAA profile is expected to be useful in the seismic design of NCs, and it is expected to be adopted in future code provisions.

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Section: Introductionmentioning

confidence: 68%

Evaluation of the Floor Acceleration Amplification Demand of Instrumented Buildings

Huang

Liu

2021

Advances in Civil Engineering

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“…In addition, the method and way of installing the finished stone products are of significant importance. This is confirmed by the many drawbacks and problems associated with the use of these natural building materials [16,[30][31][32][33][34][35].…”

Section: Scientific Backgroundmentioning

confidence: 80%

Guidelines for Natural Stone Products in Connection with European Standards

Strzałkowski,

Köken,

Sousa

2023

Materials

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The selection of ornamental stones for specific applications requires technical guidance since it should be based on the durability, service life, and aesthetic value of the stones. In most cases, these fundamentals provide quantitative data on the usability and performance of ornamental stones. The present study attempts to put forward a quantitative classification system for natural stone products concerning critical rock properties. For this purpose, fundamental physical and mechanical rock properties are listed based on European standards. Then, minimum limit values are proposed for different applications of natural stone products based on retrospective analyses of numerous ornamental stone applications. The suggested limit values based on several physical and mechanical rock properties can guide relevant engineers to initially consider possible rock types for use as natural stones in a wide range of applications. In this context, it is believed that the present study contributes to the natural stone industry by discussing the minimum limit values for the consideration of a wide range of rock types possibly usable in the dimension stone industry.

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“…Conversely, point-supported connection nodes are convenient to construct and exhibit simple mechanical characteristics. Despite being considered as non-load-bearing components in structural design, exterior wall panels significantly affect the seismic performance of the main structure [2][3][4][5][6][7][8]. If a dependable connection is not established between the main structure and the exterior wall panels, they could easily detach under earthquake activity, thus leading to additional casualties and damages due to falling wall panels.…”

Section: Introductionmentioning

confidence: 99%

Full Size Two-Layer Steel Frame–Exterior Wall Panel Shaking-Table Test

Yang,

Li,

Liu

et al. 2024

Buildings

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A cantilever block wall-panel attachment strip (CBW) flexible connection node was designed to connect precast concrete (PC) exterior wall panels to steel frames. To investigate the performance of the CBW flexible connection node and PC exterior wall panels during earthquakes, a partial two-storey steel frame was extracted from an actual engineering structure, and a full-scale steel frame–exterior wall panel shaking-table model was designed. Two sets of shaking-table tests were conducted under seismic intensity 7, 8, and 9 (Chinese Seismic Intensity Scale) earthquakes. The acceleration and displacement responses of the composite wall panel, open window panel, and integral wall panel along the in-plane and out-of-plane motions were analysed. The acceleration amplification factors of the PC exterior wall panels ranged from 0.753 to 1.400 (in-plane) and from 0.998 to 2.199 (out-of-plane). The CBW flexible connection node had a deformation capacity that could coordinate the deformation of the exterior wall panel and prevent severe damage. The surfaces of the PC exterior wall panels remained intact during a very strong seismic intensity 9 earthquake.

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Shaking table tests of granite cladding with dowel pin connection

Cited by 16 publications

References 24 publications

Evaluation of the Floor Acceleration Amplification Demand of Instrumented Buildings

Evaluation of the Floor Acceleration Amplification Demand of Instrumented Buildings

Guidelines for Natural Stone Products in Connection with European Standards

Full Size Two-Layer Steel Frame–Exterior Wall Panel Shaking-Table Test

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