A-State-Of-The-Art review on modular building connections

H Rajanayagam, K Poologanathan, P Gatheeshgar… - Structures, 2021 - Elsevier
Abstract Modular Building System (MBS) is an emerging offsite construction technique,
which uses prefabricated units, transported, and assembled onsite. In MBS construction …

Seismic performance of bridges with novel SMA cable‐restrained high damping rubber bearings against near‐fault ground motions

C Fang, D Liang, Y Zheng, S Lu - Earthquake Engineering & …, 2022 - Wiley Online Library
This study presents a novel type of shape memory alloy (SMA) cable‐restrained high
damping rubber (SMA‐HDR) bearing, which is particularly suited to near‐fault (NF) regions …

Self‐centering friction spring dampers for seismic resilience

W Wang, C Fang, Y Zhao, R Sause… - … & Structural Dynamics, 2019 - Wiley Online Library
This paper presents a comprehensive study on self‐centering dampers equipped with
friction springs. The basic mechanical behavior of individual friction springs is first …

Statistical procedures for developing earthquake damage fragility curves

D Lallemant, A Kiremidjian… - Earthquake Engineering & …, 2015 - Wiley Online Library
This paper describes statistical procedures for developing earthquake damage fragility
functions. Although fragility curves abound in earthquake engineering and risk assessment …

Seismic performance of self-centering steel frames with SMA-viscoelastic hybrid braces

C Fang, Y Ping, Y Chen, MCH Yam… - Journal of Earthquake …, 2022 - Taylor & Francis
This study presents a novel hybrid self-centering system aiming to overcome critical
shortcomings identified in the existing self-centering solution. Two types of hybrid brace …

[PDF][PDF] Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures

J Zhao, S Sritharan - ACI structural journal, 2007 - academia.edu
In flexural concrete members, strain penetration occurs along longitudinal reinforcing bars
that are fully anchored into connecting concrete members, causing bar slips along a partial …

Peak and residual responses of steel moment-resisting and braced frames under pulse-like near-fault earthquakes

C Fang, Q Zhong, W Wang, S Hu, C Qiu - Engineering structures, 2018 - Elsevier
This paper presents the behaviour of steel moment resisting and braced frames under pulse-
like near-fault earthquakes. The key properties for characterizing near-fault ground motions …

Performance assessment of disc spring-based self-centering braces for seismic hazard mitigation

W Wang, C Fang, D Shen, R Zhang, J Ding, H Wu - Engineering Structures, 2021 - Elsevier
A novel type of self-centering bracing system employing a disc spring-based damper is
presented in this study. The proposed damper employs a special detailing which enables …

A generalized model of lead rubber bearing considering large strain stiffening and degradation

P Chen, B Wang, Z Zhang, T Li, K Dai - Engineering Structures, 2023 - Elsevier
Lead rubber bearings (LRBs) have been widely used in seismic isolation systems to mitigate
earthquake damage in regions characterized by high seismic intensity. However, effective …

Shape memory alloy (SMA)-cable-controlled sliding bearings: development, testing, and system behavior

D Liang, Y Zheng, C Fang, MCH Yam… - Smart Materials and …, 2020 - iopscience.iop.org
This paper presents an innovative type of friction sliding bearing system incorporating shape
memory alloy (SMA) cables. The study commences with cyclic tests on individual SMA …