Experimental and numerical study on seismic performance of 😊 Experimental and numerical investigation on the seismic behavior

Experimental and numerical study on seismic performance

Experimental and Numerical Investigation on Seismic

Experimental and numerical study on seismic performance of a

Experimental and numerical study on seismic performance of

Experimental and Numerical Study on the Seismic Performance

Experimental study on the seismic performance of

Experimental and numerical investigation on the seismic behavior

Study on the seismic performance of prefabricated square pier

Experimental and numerical investigation on seismic

Study on the seismic performance of prefabricated square pier

Experimental and numerical investigations on seismic

Experimental and Numerical Analyses on the Seismic

Experimental and numerical investigations of the seismic

Experimental and Numerical Investigation of Seismic


1 juin 2024 · This study performed a low-cyclic loading test of five Q690 high-strength steel plate-reinforced and tapered-reduced composite joints. Their seismic performance indexes, such as bearing. Based on the experimental results, the lateral load capacity, failure mode, lateral drift, ductility, stiffness degradation, energy dissipation, and the seismic performance stability of the specimens were analyzed. The finite element analysis of the specimens was conducted with ABAQUS, which agreed quite well with the laboratory findings. 6 sept. 2024 · Experimental and Numerical Analyses on the Seismic Performance of a Novel Precast Concrete Column-column Joints with Bolted End-plate Connection Structural Engineering Published: 06 September 2024 Volume 26 , pages 4746–4759, ( 2024 ) Cite this article Download PDF KSCE Journal of Civil Engineering Aims and scope Submit manuscript Zhaoqiang Wang,. 15 mai 2024 · Meghdadian et al. [33] conducted experimental and numerical investigations on the rectangular shear walls with openings and suggested corresponding design. Owing to the shape effect, the seismic behavior, particularly the shear lag effect, of L-shaped or T-shaped RC shear walls differs from a rectangular shear wall. While few studies. 15 sept. 2019 · This study investigates the seismic performance of a newly developed self-centering bracing system using a novel experimental technique named as closed-loop dynamic (CLD) testing. The bracing, named piston-based self-centering (PBSC) apparatus, employs Ni-Ti superelastic shape memory alloy (SMA) bars inside a sleeve-piston assembly. 17 sept. 2024 · In this paper, a quasi-static test was conducted to investigate the seismic performance differences between a cap–column socket connection (PSC) specimen, which reinforced an embedded RC column-to-precast cap beam with a socket connection, and a cast-in-place (CIP) cap–column specimen. Abstract In order to reduce the crushing damage at shear wall corners and improve the seismic behavior of ordinary concrete shear walls, this paper develops a high‐performance steel‐polyvinyl alcohol (S‐PVA) hybrid fiber‐reinforced concrete (HyFRC) shear wall. Two‐phase studies from experiment to numerical analysis were carried out. 1 nov. 2024 · Volume 246, 1 November 2024, 113056 Experimental and numerical study on seismic performance of semi-rigid steel frame infilled with prefabricated damping wall panels Chao Zhang a , Jie wu, Weiyuan Huang a b , Wang, Jianzhou Gao Add to Mendeley https://doi.org/10.1016/j.engstruct.2024.113056 Get rights and content •. Showpad helps you turn leads into buyers and train reps to become high-performers. Develop, manage, and share on-brand content easily and efficiently. Demo Showpad. 15 mai 2024 · Meghdadian et al. [33] conducted experimental and numerical investigations on the rectangular shear walls with openings and suggested corresponding design. Owing to the shape effect, the seismic behavior, particularly the shear lag effect, of L-shaped or T-shaped RC shear walls differs from a rectangular shear wall. While few studies have. 15 sept. 2019 · This study investigates the seismic performance of a newly developed self-centering bracing system using a novel experimental technique named as closed-loop dynamic (CLD) testing. The bracing, named piston-based self-centering (PBSC) apparatus, employs Ni-Ti superelastic shape memory alloy (SMA) bars inside a sleeve-piston assembly for its self. 1 mars 2024 · In this study, the seismic behavior of SCFSTFs with exterior diaphragm connections was firstly experimentally researched, based on the previous study on joints [ 16 ]. Two double-bay and two-story frames were tested under constant vertical compressive load and cyclic horizontal loads. 26 déc. 2024 · An experimental investigation was presented in this paper on the seismic behavior of corroded RC columns of low-strength concrete with a relatively large axial compression ratio. The impressed current method was conducted to accelerate the corrosion of longitudinal rebars, and cyclic loading tests were carried out on 11 RC column. 1 déc. 2024 · Experimental and numerical investigations on seismic responses of wind turbine structures with amplifying damping transfer system , , Nagarajaiah, https://doi.org/10.1016/j.soildyn.2024.108277 Get rights and content • Free vibration, sinusoidal and shaking table test of WT equipped with ADTS. •. 15 juin 2024 · With the rapid advancement of urbanization in recent decades, a large number of surface dense buildings have appeared. Soil-structure cluster interaction (SSCI) has attracted widespread attention. However, most current research is based on numerical simulations, and studies using shaking table tests are rare. 19 sept. 2024 · Experimental and Numerical Investigation on Seismic Performance of RC Exterior Beam-Column Joints with Slabs Zhimeng Wang, 1 Jiao Huang, 1Zhaoqun Chang, 1 and Yongjian Lu 1 Academic Editor: Yonggang Zhang Received 30 Jun 2024 Revised 25 Aug 2024 Accepted 02 Sept 2024 Published 19 Sept 2024 Abstract. 17 févr. 2024 · A large-scale shaking table test and a series of numerical simulations were performed to clarify the seismic response of the slope reinforced by frame beam and anchor cable by applying Wenchuan-Qingping and El Centro seismic records. 1 août 2024 · The seismic performance of SRCSWI and CRCSW was compared in this paper by pseudo-static test and numerical simulation, and the influence of the insulation panel and axial load ratio on the performance of SRCSWI was investigated. The main conclusions are listed as follows:. 22 janv. 2024 · It can be seen that there are many experimental studies and numerical analyses on the seismic performance of dry-type connection beam–column joints of prefabricated concrete structures, which provide new ideas and a scientific basis for the research ideas and technical routes of the new type of dry-type frame concrete beam–column joints. Experimental and Numerical Studies on the Seismic Performance of Precast Concrete Shear Wall Structures with an Energy Dissipation Cladding Panel Xun Chong , Huiling Sha , Linlin Xie , Aiqun Li , Qing Jiang , Yuanzhen He & show all Pages 3264-3279 | Received 16 Feb 2024, Accepted 09 Jul 2024, Published online: 30 Jul 2024 Cite this article. 15 mai 2024 · 1. Introduction. In recent years, plenty of shear wall structures have been used in lateral force-resisting systems. Three types of shear wall structures are adopted in the earthquake region: reinforced concrete (RC) shear walls, steel plate shear walls, and composite shear walls. 8 sept. 2024 · In this paper, a new type of steel damper, a crawler damper, is proposed. Both finite element analyses and physical tests were conducted to investigate the performance of the damper. According to the test and analysis results, the main conclusions of this study are as follows: 1. 1 oct. 2024 · In this paper, ABAQUS finite element software was devoted to analyze the seismic performance of the built-in honeycomb sandwich CFS shear wall. On the premise of ensuring correct finite element modeling, the parametric analysis of CFS shear walls was carried out. The seismic performance of the semi-rigid joint equipped with the SMA bar-friction damper coupling device is studied through cyclic tests. Additionally, numerical evaluations are conducted to provide optimized design solutions for these joints in CABs. The following summarizes major research findings. 15 sept. 2024 · The results show that the axial load ratio and boundary longitudinal reinforcement ratio had great influence on the seismic performance, while the diameter of the steel bar inserted horizontally had little effect on the seismic performance of the precast hollow shear wall with higher aspect ratio. Introduction. 1 sept. 2024 · In order to research the seismic performance of steel reinforced concrete (SRC) spatial frame with irregular section columns, a 1/4 scaled model of two-bay and five-story spatial frame was constructed and tested under low cyclic reversed loading. The failure pattern, hysteresis curves, ductility, drift angle, stiffness degradation.