Experimental study on seismic behavior of repaired tunnel form building under cyclic loading

Hamid, N. H.; Anuar, S. A.; Awang, Halizah; Kori, M. E.

doi:10.1007/s42107-018-0032-5

Cited by 5 publications

(2 citation statements)

References 25 publications

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“…For example, the cracks and damages for three types of beam-column joint under vertical and in-plane lateral cyclic loading can be classified according to color coding, description of damage level, displacement, drift and ductility [3,4,5]. Based on these experimental works, moderate to minor damages of structures can be repaired, retrofitted and monitored the cracks propagation in the Heavy Structure Laboratory, Universiti Teknologi Mara, Selangor, Malaysia [6].…”

Section: Introductionmentioning

confidence: 99%

Cracks Monitoring and Resistivity Test for a Double-Storey House due to Cavity in the Soil

Shamsudin¹,

Hamid²,

Sidek³

et al. 2021

cea

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Section: Introductionmentioning

confidence: 99%

Cracks Monitoring and Resistivity Test for a Double-Storey House due to Cavity in the Soil

Shamsudin¹,

Hamid²,

Sidek³

et al. 2021

cea

Self Cite

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“…There are a lot of research which had been conducted on beam-column joint which design using BS 8110 [5,6,7], repaired and retrofitted beamcolumn using CFRP, SFRC, steel plate and enlargement of column [8,9,10], modelled hysteresis loops and behavior of beam-column joint using Ruaumoko 2D [11,12,13] and designed beam-column joint in accordance to Eurocode 8 by incorporating fuse-bars [14,15]. Thus, this study will focus on the seismic performance and behavior of corner beam-column joint in twostorey school building which had been designed using Eurocode 8.…”

Section: Introductionmentioning

confidence: 99%

Validation of Corner Beam-column Joint’s Hysteresis Loops between Experimental and Modelled using HYSTERES Program

Hamid¹,

Hadi²,

Mohamad³

2019

JMechE

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The beam - column joint is an important part of a multi-storey RC building as it caters for lateral and gravitational load during an earthquake event. The beam-column joints should have a medium to high ductility for transferring the earthquake load and gravity load to the foundation. By designing multi-storey RC buildings using Eurocode 8 can avoid any diagonal shear cracks in column which is a major problem in non-seismic design buildings using British Standard (BS8110). This paper presents the experimental hysteresis loops of monolithic corner beam-column joints of multi-storey building which had been designed using Eurocode 8 and tested under in-plane lateral cyclic loading. The experimental hysteresis loops of corner beam-column joint was compared with modelled using the HYSTERES program. The full-scale corner beam-column joint of a two story precast school building was designed, constructed, tested and modelled is presented herein. The seismic performance parameters such as lateral strength capacity, stiffness, ductility and equivalent viscous damping were compared between experimental and modelled hysteresis loops. The experimental hysteresis loops have similar shape with the modeling hysteresis loops with small percentage differences between them.

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Study on Dynamic Mechanical Properties and Meso-Deterioration Mechanism of Sandstone Under Cyclic Impact Load

Wang

Luo

et al. 2019

Arab J Sci Eng

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Experimental study on seismic behavior of repaired tunnel form building under cyclic loading

Cited by 5 publications

References 25 publications

Cracks Monitoring and Resistivity Test for a Double-Storey House due to Cavity in the Soil

Cracks Monitoring and Resistivity Test for a Double-Storey House due to Cavity in the Soil

Validation of Corner Beam-column Joint’s Hysteresis Loops between Experimental and Modelled using HYSTERES Program

Study on Dynamic Mechanical Properties and Meso-Deterioration Mechanism of Sandstone Under Cyclic Impact Load

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