Towards next generation design of sustainable, durable, multi-hazard resistant, resilient, and smart civil engineering structures

H Hao, K Bi, W Chen, TM Pham, J Li - Engineering Structures, 2023 - Elsevier
The design philosophy and methodology of civil engineering structures have been
constantly evolving, from the early strength-based to more recent performance-based design …

High Performance Damage‐Resistant Seismic Resistant Structural Systems for Sustainable and Resilient City: A Review

J Wang, H Zhao - Shock and Vibration, 2018 - Wiley Online Library
This paper presents a review of high performance damage‐resistant seismic resistant
structural (DRSRS) systems for the sustainable and resilient city. Firstly, the motivation and …

Machine learning algorithm for shear strength prediction of short links for steel buildings

G Almasabha, O Alshboul, A Shehadeh, AS Almuflih - Buildings, 2022 - mdpi.com
The rapid growth of using the short links in steel buildings due to their high shear strength
and rotational capacity attracts the attention of structural engineers to investigate the …

Seismic performance assessment of a hybrid coupled wall system with replaceable steel coupling beams versus traditional RC coupling beams

X Ji, D Liu, Y Sun, C Molina Hutt - Earthquake Engineering & …, 2017 - Wiley Online Library
This study assesses the seismic performance of a hybrid coupled wall (HCW) system with
replaceable steel coupling beams (RSCBs) at four intensities of ground motion shaking. The …

Tuned viscous mass damper (TVMD) coupled wall system for enhancing seismic performance of high-rise buildings

X Ji, J Zhang, K Ikago, S Chakraborty, H Kanno - Engineering Structures, 2021 - Elsevier
This paper proposes an innovative coupled wall system, named the tuned viscous mass
damper (TVMD) coupled wall system, for use in high-rise buildings. This novel wall system is …

An experimental study on eccentrically braced beam-through steel frames with replaceable shear links

Z Yao, W Wang, C Fang, Z Zhang - Engineering Structures, 2020 - Elsevier
Prefabricated tension-only concentrically braced beam-through frames (BTFs) have
received popularity for low-rise steel buildings in low to moderate seismic regions. However …

Cyclic loading test of steel coupling beams with mid-span friction dampers and RC slabs

Z Qu, X Ji, X Shi, Y Wang, H Liu - Engineering Structures, 2020 - Elsevier
In coupled wall systems, coupling beams distributed along the structural height are intended
to yield and dissipate seismic energy under moderate and severe earthquakes. The use of …

Development of novel self-centering steel coupling beams without beam elongation for earthquake resilience

B Wang, M Nishiyama, S Zhu, M Tani, H Jiang - Engineering Structures, 2021 - Elsevier
Reinforced concrete (RC) coupled walls are extensively used as the seismic-resistant
structural system of tall buildings in high seismic zones. In RC coupled wall systems, the …

An experimental study on the seismic behavior and replaceability of the replaceable steel shear links

J Men, L Xiong, J Wang, Q Zhang, P He - Structures, 2021 - Elsevier
The reinforced concrete columns and steel beams (RCS) composite frames have received
popularity in low to moderate seismic regions due to advantages of the system. However …

A hybrid coupled wall system with replaceable steel coupling beams for high-rise modular buildings

Z Wang, W Pan - Journal of Building Engineering, 2020 - Elsevier
Modular construction has been widely adopted for low-to-medium-rise buildings. However,
there are concerns about the wind and seismic resisting performance of high-rise buildings if …