Article
Construction & Building Technology
Zoran Rakicevic, Aleksandra Bogdanovic, Ehsan Noroozinejad Farsangi, Abbas Sivandi-Pour
Summary: The study conducted comprehensive biaxial shake table tests on a novel structural vibration control system, demonstrating its high effectiveness and ability to improve the seismic performance of buildings during earthquakes. Incremental dynamic analysis (IDA) also showed that the proposed system has a higher collapse margin ratio (CMR) compared to conventional fixed-base frames.
JOURNAL OF BUILDING ENGINEERING
(2021)
Article
Construction & Building Technology
Giuseppe Cocuzza Avellino, Francesco Cannizzaro, Nicola Impollonia
Summary: This study presents the findings of an extensive shaking table experimental campaign conducted on nine free-standing wooden specimens. The study aims to provide insights on the rigid body motion of free-standing objects. The results suggest that impairments in base surface and shapes of the specimens lead to asymmetric responses. The study also discusses the damping properties and highlights the limitations of the ideal simple rigid model.
Article
Engineering, Geological
Yongtao Bai, Yinsheng Li, Zhenyun Tang, Marius Bittner, Matteo Broggi, Michael Beer
Summary: This paper presents a shaking table test on low-rise steel moment frames with consideration of mass irregularity, showing that the specimen with additive-mass irregularity on the top floor exhibited considerable amplification in acceleration and drift responses at the bottom storey under over-design earthquakes. A numerical model with degraded stress-strain relation is built and calibrated by test results, with incremental dynamic analyses performed to evaluate probabilities exceeding limit states. Seismic fragility curves are obtained for numerical models with and without mass irregularity on the roof, highlighting the significant role of vertical mass irregularity in seismic design for collapse prevention.
BULLETIN OF EARTHQUAKE ENGINEERING
(2021)
Article
Construction & Building Technology
Liqiang Jiang, Kai Yu, Jihong Ye, Yi Hu, Lizhong Jiang
Summary: This paper proposes damage index-based limit-state criteria for seismic design of midrise cold-formed steel buildings, and the Park-Ang damage model is used to calculate the damage indexes. The results of test-validated numerical models and incremental dynamic analysis show that the proposed criteria are effective for assessing and classifying the damage of midrise CFS buildings.
JOURNAL OF STRUCTURAL ENGINEERING
(2022)
Article
Engineering, Geological
Feng Yue, Bowen Liu, Bin Zhu, Xiaoli Jiang, Le Chen, Kai Liao
Summary: The seismic failure mechanism of a shallow-buried prefabricated corrugated steel utility tunnel on liquefiable ground was investigated through shaking table tests and numerical simulations. Experimental results showed that soil near the tunnel was more likely to liquefy, with liquefied soil exhibiting remarkable damping effects. The bottom bracket was more susceptible to high-frequency excitations.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
(2021)
Article
Construction & Building Technology
Xuanming Ding, Yanling Zhang, Qi Wu, Zhixiong Chen, Chenglong Wang
Summary: The seismic response of underground structures in coral sand is significantly influenced by groundwater level, with an increase in groundwater level leading to increased excess pore pressure ratio and liquefaction degree in the coral sand, as well as more significant separation between the sidewall and surrounding soil. However, it can also result in reduced acceleration amplification factor and dynamic strain in the coral sand site and underground structure. Additionally, the settlement of the ground surface is promoted by higher groundwater levels, although the settlement of the underground structure diminishes due to an uplift force caused by coral sand liquefaction.
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
(2021)
Article
Engineering, Civil
Sina Tavasoli, Ali Shahrouz Sotudeh, Ali Bakhshi
Summary: This paper evaluates the seismic performance of steel water tanks using shaking table tests and provides a finite-element reference model for simulating real-size water tanks. The study finds that the water level and earthquake intensity significantly affect the seismic performance of the tanks.
THIN-WALLED STRUCTURES
(2022)
Article
Engineering, Civil
Haixu Yang, Zhuo Li, Haibiao Wang, Maohua Zhang, Songyuan Ni
Summary: This paper studies a new type of nonlinear vibration absorber NES (Nonlinear Energy Sink), which belongs to the structural passive control technology and consists of a horizontal track and an additional mass block. The NES absorbs and dissipates energy by generating a horizontal nonlinear restoring force, reducing the response of the main structure. The theoretical analysis and shaking table test show that the NES has good energy dissipation and shock absorption effect under moderate to strong earthquakes, and can improve the seismic performance of damaged RC frame structures.
Article
Engineering, Civil
Kunjie Rong, Zheng Lu, Jiawei Zhang, Mengyao Zhou, Weiyuan Huang
Summary: In this study, a gas-spring with adjustable nonlinear capacity is introduced into a conventional linear dynamic vibration absorber to form a nonlinear gas-spring dynamic vibration absorber for structural seismic response control. The mechanical properties of the symmetrical combined gas-spring system are studied through theoretical analysis and model tests. Shaking table tests are conducted to investigate the control effect and nonlinear damping mechanism of the gas-spring DVA, and a numerical model is established and validated by experimental results.
ENGINEERING STRUCTURES
(2023)
Article
Engineering, Civil
Youngjun Choi, Dawon Park, Sunwoo Kim, Jung-Wuk Hong
Summary: This study investigates the effects of cracks on the seismic performance of masonry walls through shaking table tests. It is found that diagonal cracks are more likely to cause the early collapse of masonry walls, providing valuable knowledge for repairing damaged masonry walls.
Article
Engineering, Civil
Rui Pang, Yuan -yuan Sun, Zhu Xu, Ke Xu, Jing Cui, Long -ji Dang
Summary: This paper presents the seismic performance of a precast frame-shear wall structure adopting an innovative discretely connected precast concrete floor (DCPCF). The shaking table test and finite element modeling were conducted to evaluate the dynamic characteristics and seismic responses. The study provides design suggestions for multi-storey and high-rise buildings using DCPCF.
ENGINEERING STRUCTURES
(2024)
Article
Construction & Building Technology
Jianfen Li, Yan Wang, Zuojie Zhang, Ben Mou
Summary: This paper investigates the impact of different joint types (CJ, RJ, and CPJ) on the seismic behavior of steel frames. Experimental results showed that the seismic damage was mainly concentrated at the beam-column joints on the first story. Reinforcing and reducing the flange at the beam end improved the seismic capacity of the structure. Dynamic response analysis revealed that CPJ and RJ had excellent seismic performance and ductility. Finite element analysis further verified the experimental results and could be used for future research on steel frames.
JOURNAL OF BUILDING ENGINEERING
(2023)
Article
Engineering, Geological
Mohammad Hassan Baziar, Roohollah Dehghani
Summary: This study investigates the seismically induced circumferential forces and bending moment of tunnel linings through large shaking table tests and numerical analyses. It was found that low frequencies of input motions result in higher circumferential bending moment values for tunnel linings, and adjacent surface foundations intensify the bending moment and forces of shallow tunnels.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
(2021)
Article
Construction & Building Technology
Linlin Xie, Huiling Sha, Xun Chong, Junbo Jia
Summary: The study introduces an energy dissipating cladding panel system (EDCPS) for reinforced concrete structures, which is validated through shaking table tests for its dual damage control effects. The results demonstrate that structures with EDCPS have better damage control effects and successfully convert damage on cladding panels into shear deformations of USDs.
JOURNAL OF BUILDING ENGINEERING
(2022)
Article
Engineering, Civil
Shasha Lu, Yanan Zhang, Dongxu Zhao, Hong Xu, Runbo Ma, Miaomiao Li
Summary: In recent years, there has been an increasing number of projects involving underground tunnels side-piercing bridge piles. This paper presents a study on the seismic response of a short-distance side-piercing bridge pile system within a tunnel structure. A shaking table was designed and implemented to simulate an actual engineering scenario in Dalian, China. The results showed that the presence of a tunnel or bridge pile structure significantly affects the frequency and rigidity of the system, leading to amplified seismic response in the surrounding soil and strain response in the tunnel.
Article
Engineering, Civil
Benjamin N. Kaan, Fatih Alemdar, Caroline R. Bennett, Adolfo Matamoros, Ron Barrett-Gonzalez, Stan Rolfe
JOURNAL OF COMPOSITES FOR CONSTRUCTION
(2012)
Article
Engineering, Civil
Fatih Alemdar, Regan Gangel, Adolfo Matamoros, Caroline Bennett, Ron Barrett-Gonzalez, Stan Rolfe, Hao Liu
JOURNAL OF COMPOSITES FOR CONSTRUCTION
(2014)
Article
Construction & Building Technology
Fatih Alemdar, Temple Overman, Adolfo Matamoros, Caroline Bennett, Stan Rolfe
JOURNAL OF STRUCTURAL ENGINEERING
(2014)
Article
Construction & Building Technology
Fatih Alemdar, Daniel Nagati, Adolfo Matamoros, Caroline Bennett, Stan Rolfe
JOURNAL OF STRUCTURAL ENGINEERING
(2014)
Article
Engineering, Civil
F. Alemdar, H. Sezen
STRUCTURAL ENGINEERING AND MECHANICS
(2010)
Article
Engineering, Civil
Saifaldien-Shakir, Fatih Alemdar
LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES
(2018)
Article
Engineering, Civil
Orkun Yilmaz, Serkan Bekiroglu, Fatih Alemdar, Guray Arslan, Barn Sevim, Yusuf Ayvaz
LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES
(2019)