Fibre Bragg grating sensor‐based damage response monitoring of an asymmetric reinforced concrete shear wall structure subjected to progressive seismic loads

C Zhang, Z Alam, L Sun, Z Su… - Structural Control and …, 2019 - Wiley Online Library
This research explores the seismic damage response of a frame–shear wall reinforced
concrete structure exposed to progressive seismic excitations. The shear wall structure is a …

Behavior, design, and modeling of structural walls and coupling beams—Lessons from recent laboratory tests and earthquakes

JW Wallace - International Journal of Concrete Structures and …, 2012 - Springer
Observed wall damage in recent earthquakes in Chile and New Zealand, where modern
building codes exist, exceeded expectations. In these earthquakes, structural wall damage …

[HTML][HTML] Experimental and numerical investigations on seismic performance of HTRB630 high-strength steel bars reinforced concrete columns

ML Zhuang, C Sun, B Dong - Case Studies in Construction Materials, 2022 - Elsevier
Heat-treated ribbed bar 630 (HTRB630) is a new type of the main 630 MPa reinforcing steel
produced in China. To explore the possibility of using HTRB630 high-strength steel bars to …

Seismic strengthening and energy efficiency: Towards an integrated approach for the rehabilitation of existing RC buildings

V Manfredi, A Masi - Buildings, 2018 - mdpi.com
In Italy, most of the residential buildings (77%) were constructed before 1981, when only
25% of the national territory was classified as seismic. Further, the first provisions …

[PDF][PDF] Seismic loss estimation for efficient decision making

B Bradley, R Dhakal, M Cubrinovski, GA MacRae… - 2008 - ir.canterbury.ac.nz
In order to incorporate seismic risk of facilities into a decision making framework, procedures
are needed to quantify such risk for stakeholders. Seismic loss estimation methods combine …

Development of computing environment for the seismic performance assessment of reinforced concrete frames by using simplified nonlinear models

M Dolsek - Bulletin of earthquake engineering, 2010 - Springer
A computing environment for the seismic performance assessment of reinforced concrete
frames has been developed in Matlab in combination with OpenSees. It includes several …

Experimental study and numerical model calibration for earthquake-induced collapse of RC frames with emphasis on key columns, joints, and the overall structure

L Xie, X Lu, H Guan, X Lu - Journal of Earthquake Engineering, 2015 - Taylor & Francis
A thorough investigation of earthquake-induced collapse of reinforced concrete frames is
presented. The inherent correlation between the nonlinear behavior of key components and …

An efficient method based on shear models for structural seismic response prediction considering hysteretic characteristics

X Zou, M Gong, Z Zuo - Bulletin of Earthquake Engineering, 2024 - Springer
A novel and efficient method based on shear models considering hysteretic characteristics is
proposed for predicting structural seismic responses. This method simplifies an actual …

Development of collapse indicators for risk assessment of older-type reinforced concrete buildings

PH Galanis, JP Moehle - Earthquake Spectra, 2015 - journals.sagepub.com
This study examines the seismic collapse safety of older, non-ductile reinforced concrete
building frames designed and constructed prior to the 1980s. The study considered …

Integrating performance-based engineering and urban simulation to model post-earthquake housing recovery

HV Burton, SB Miles, H Kang - Earthquake Spectra, 2018 - journals.sagepub.com
The efficacy of various types of intervention measures intended to facilitate post-earthquake
housing recovery can be evaluated ahead of time by using simulation models to quantify …