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Now showing items 1-9 of 9

Experimental study on a self-centering coupling beam eliminating the beam elongation effect

Type: Journal Paper

Author : Kailai Deng; Peng Pan; Shoujun Wu

Year: 2015

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Experimental study on slotted RC wall with steel energy dissipation links for seismic protection of buildings

Type: Journal Paper

Author : Kailai Deng; Peng Pan; Haishen Wang; Shaodong Shen

Year: 2017

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Numerical study on a fully-prefabricated damage-tolerant beam to column connection for an earthquake-resilient frame

Type: Journal Paper

Author : Kailai Deng; Tao Wang; Masahiro Kurata; Canhui Zhao; Kangkang Wang

Year: 2018

Test and simulation of full-scale self-centering beam-to-column connection

Type: Journal Paper

Author : Kailai Deng; Peng Pan; Alexandre Lam; Zhenhua Pan; Lieping Ye

Year: 2013

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Shape optimization design of steel shear panel dampers

Type: Journal Paper

Author : Kailai Deng; Peng Pan; Jiangbo Sun; Jixin Liu; Yantao Xue

Year: 2014

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A simplified model for analysis of high-rise buildings equipped with hysteresis damped outriggers

Type: Journal Paper

Author : Kailai Deng; Peng Pan; Alexandre Lam; Yantao Xue

Year: 2013

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Development of an energy dissipation restrainer for bridges using a steel shear panel

Type: Journal Paper

Author : Kailai Deng; Peng Pan; Yukun Su; Tianran Ran; Yantao Xue

Year: 2014

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Seismic performance of a reinforced concrete frame equipped with a double-stage yield buckling restrained brace

Type: Journal Paper

Author : Peng Pan; Wei Li; Xin Nie; Kailai Deng; Jiangbo Sun

Year: 2016

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Study of GFRP Steel Buckling Restraint Braces

Type: Journal Paper

Author : Kailai Deng; Peng Pan; Xin Nie; Xiaoguang Xu; Peng Feng; Lieping Ye

Year: 2015

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Experimental study on a self-centering coupling beam eliminating the beam elongation effect

Experimental study on slotted RC wall with steel energy dissipation links for seismic protection of buildings

Numerical study on a fully-prefabricated damage-tolerant beam to column connection for an earthquake-resilient frame

Test and simulation of full-scale self-centering beam-to-column connection

Shape optimization design of steel shear panel dampers

A simplified model for analysis of high-rise buildings equipped with hysteresis damped outriggers

Development of an energy dissipation restrainer for bridges using a steel shear panel

Seismic performance of a reinforced concrete frame equipped with a double-stage yield buckling restrained brace

Study of GFRP Steel Buckling Restraint Braces

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Experimental study on a self-centering coupling beam eliminating the beam elongation effect

Experimental study on slotted RC wall with steel energy dissipation links for seismic protection of buildings

Numerical study on a fully-prefabricated damage-tolerant beam to column connection for an earthquake-resilient frame

Test and simulation of full-scale self-centering beam-to-column connection

Shape optimization design of steel shear panel dampers

A simplified model for analysis of high-rise buildings equipped with hysteresis damped outriggers

Development of an energy dissipation restrainer for bridges using a steel shear panel

Seismic performance of a reinforced concrete frame equipped with a double-stage yield buckling restrained brace

Study of GFRP Steel Buckling Restraint Braces