| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
Adaptive neuro-fuzzy and simple adaptive control methods for full three-dimensional coupled buildings subjected to bi-directional seismic excitations
|
Al-Fahdawi, Omar A.S.
|
|
|
232 |
C |
p.
|
article
|
| 2 |
A friction-based passive control technique to mitigate wind induced structural demand to wind turbines
|
Di Paolo, Moira
|
|
|
232 |
C |
p.
|
article
|
| 3 |
An experimental and numerical study on the in-plane axial and shear behavior of sprayed in-situ concrete sandwich panels
|
Serpilli, M.
|
|
|
232 |
C |
p.
|
article
|
| 4 |
An improved time-varying empirical mode decomposition for structural condition assessment using limited sensors
|
Singh, Premjeet
|
|
|
232 |
C |
p.
|
article
|
| 5 |
A novel self-centering energy-dissipating wall panel with framed beams as boundaries
|
Wu, Hanheng
|
|
|
232 |
C |
p.
|
article
|
| 6 |
A period-height relationship for newly constructed mid-rise reinforced concrete buildings in Turkey
|
Kaplan, Onur
|
|
|
232 |
C |
p.
|
article
|
| 7 |
Composite timber-steel encased columns subjected to concentric loading
|
Kia, L.
|
|
|
232 |
C |
p.
|
article
|
| 8 |
Concrete pry-out failure of single headed stud anchors after fire exposure: Experimental and numerical study
|
Tian, Kaipei
|
|
|
232 |
C |
p.
|
article
|
| 9 |
Cyclic behavior of damage-controllable steel fiber reinforced high-strength concrete reduced-scale frame structures
|
Liu, Juan
|
|
|
232 |
C |
p.
|
article
|
| 10 |
Design procedure to bearing concrete failure in concrete-filled steel tube columns with bolted shear connectors
|
Ribeiro dos Santos, Lucas
|
|
|
232 |
C |
p.
|
article
|
| 11 |
Development of a novel self-centering slip friction brace for enhancing the cyclic behaviors of RC double-column bridge bents
|
Xue, Dong
|
|
|
232 |
C |
p.
|
article
|
| 12 |
Development of novel self-centering steel coupling beams without beam elongation for earthquake resilience
|
Wang, Bin
|
|
|
232 |
C |
p.
|
article
|
| 13 |
Dynamic responses of highway bridge subjected to heavy truck impact
|
Heng, Kai
|
|
|
232 |
C |
p.
|
article
|
| 14 |
Editorial Board
|
|
|
|
232 |
C |
p.
|
article
|
| 15 |
Effect of shear reinforcement corrosion on interface shear transfer between concretes cast at different times
|
Liu, Jie
|
|
|
232 |
C |
p.
|
article
|
| 16 |
Effects of beam axial deformations on storey-based critical gravity loads in tension-only semi-braced steel frames
|
Ma, Terence
|
|
|
232 |
C |
p.
|
article
|
| 17 |
Effects of mainshock-aftershock sequences on fragility analysis of RC buildings with ageing
|
Di Sarno, L.
|
|
|
232 |
C |
p.
|
article
|
| 18 |
Efficient characterization of dynamic response variation using multi-fidelity data fusion through composite neural network
|
Zhou, K.
|
|
|
232 |
C |
p.
|
article
|
| 19 |
Erratum to “Practical expressions for the design of DGUs. The BAM approach” (Engineering Structures 221 (2020) – 110993)
|
Galuppi, Laura
|
|
|
232 |
C |
p.
|
article
|
| 20 |
Evaluation of composite action in cross laminated timber-concrete composite beams with CFRP reinforcing bar and plate connectors using Digital Image Correlation (DIC)
|
Hadigheh, S.A.
|
|
|
232 |
C |
p.
|
article
|
| 21 |
Experimental and numerical investigation of mechanical properties on novel modular connections with superimposed beams
|
Ma, Renwei
|
|
|
232 |
C |
p.
|
article
|
| 22 |
Experimental and numerical studies of concrete-encased concrete-filled steel tube stub columns under uniaxial and biaxial eccentric compression
|
Ma, You-Xin
|
|
|
232 |
C |
p.
|
article
|
| 23 |
Experimental investigation on hysteretic behavior of circular hollow steel tubular columns after lateral impacts
|
Guo, Zhan
|
|
|
232 |
C |
p.
|
article
|
| 24 |
Experimental investigations on a novel concrete truss structure with cast iron nodes
|
Stümpel, Marina
|
|
|
232 |
C |
p.
|
article
|
| 25 |
Experimental seismic behavior of ultra-high performance concrete columns with high strength steel reinforcement
|
Aboukifa, Mahmoud
|
|
|
232 |
C |
p.
|
article
|
| 26 |
Fatigue performance evaluation for composite OSD using UHPC under dynamic vehicle loading
|
Deng, Lu
|
|
|
232 |
C |
p.
|
article
|
| 27 |
Finite beam element with 26 DOFs for curved composite box girders considering constrained torsion, distortion, shear lag and biaxial slip
|
Zhu, Li
|
|
|
232 |
C |
p.
|
article
|
| 28 |
Full-scale experimental investigation of the in-plane seismic performance of a novel resilient infill wall
|
Lu, Xiao
|
|
|
232 |
C |
p.
|
article
|
| 29 |
Localising the smallest stiffness and its direction of a homogeneous structure by spectral and optimisation approaches
|
Henyš, Petr
|
|
|
232 |
C |
p.
|
article
|
| 30 |
Moment redistribution and post-peak behaviour of lightly reinforced-SFRC continuous slabs
|
Mahmood, S M Faisal
|
|
|
232 |
C |
p.
|
article
|
| 31 |
New performance-based plastic design and evaluation of blind bolted end-plate CFT composite frames with BRBs
|
Li, Beibei
|
|
|
232 |
C |
p.
|
article
|
| 32 |
Numerical-aided flexural-based design of fibre reinforced concrete column-supported flat slabs
|
Nogales, Alejandro
|
|
|
232 |
C |
p.
|
article
|
| 33 |
Optimal design of nonlinear energy sinks for mitigation of seismic response on structural systems
|
Gomez, Fernando
|
|
|
232 |
C |
p.
|
article
|
| 34 |
Optimization of kenaf fibre reinforced polymer laminate for shear strengthening of RC beams using embedded connector
|
Alam, Md. Ashraful
|
|
|
232 |
C |
p.
|
article
|
| 35 |
Parameter identification for nonlinear structural model using modal iterative error correction method
|
Uesaka, Takuya
|
|
|
232 |
C |
p.
|
article
|
| 36 |
Performance of freeform single-layer assembled reticulated shells with double-ring joints
|
Feng, Ruoqiang
|
|
|
232 |
C |
p.
|
article
|
| 37 |
Probabilistic analysis of the diaphragm wall using the hardening soil-small (HSs) model
|
Kawa, Marek
|
|
|
232 |
C |
p.
|
article
|
| 38 |
Quasi-static cyclic tests on a half-scaled two-storey steel frame equipped with Crescent Shaped Braces
|
Mokhtari, Elnaz
|
|
|
232 |
C |
p.
|
article
|
| 39 |
Risk assessment for bridge structures against blast hazard via a fuzzy-based framework
|
Sun, Peng
|
|
|
232 |
C |
p.
|
article
|
| 40 |
Seismic behavior & risk assessment of an existing bridge considering soil-structure interaction using artificial neural networks
|
Rachedi, Mohammed
|
|
|
232 |
C |
p.
|
article
|
| 41 |
Seismic fragility of structural and non-structural elements of Nepali RC buildings
|
Gautam, Dipendra
|
|
|
232 |
C |
p.
|
article
|
| 42 |
Seismic loss estimation software: A comprehensive review of risk assessment steps, software development and limitations
|
Hosseinpour, Vahid
|
|
|
232 |
C |
p.
|
article
|
| 43 |
Seismic metamaterials with cross-like and square steel sections for low-frequency wide band gaps
|
Zhang, Kai
|
|
|
232 |
C |
p.
|
article
|
| 44 |
Seismic performance assessment of weak first-storey RC buildings designed with old and new seismic provisions for Mexico City
|
Ruiz-García, Jorge
|
|
|
232 |
C |
p.
|
article
|
| 45 |
Seismic performance of 3-D steel beam to concrete-encased CFST column joints: Tests
|
Li, Wei
|
|
|
232 |
C |
p.
|
article
|
| 46 |
Seismic performance of precast concrete beam-column joint based on the bolt connection
|
Ding, Kewei
|
|
|
232 |
C |
p.
|
article
|
| 47 |
Seismic performance of RC beam-column edge joints reinforced with austenite stainless steel
|
Xu, Chunyi
|
|
|
232 |
C |
p.
|
article
|
| 48 |
Shaking table test of a novel railway bridge pier with replaceable components
|
Xia, Xiushen
|
|
|
232 |
C |
p.
|
article
|
| 49 |
Shaking table test of a 1:10 scale thermal power plant building equipped with passive control systems
|
Wang, Jianze
|
|
|
232 |
C |
p.
|
article
|
| 50 |
Shaking table tests and seismic design suggestions for innovative suspended ceiling systems with detachable metal panels
|
Luo, Zheng
|
|
|
232 |
C |
p.
|
article
|
| 51 |
Simulation of uniaxially compressed square ultra-high-strength concrete-filled steel tubular slender beam-columns
|
Phan, Dao Hoang Hiep
|
|
|
232 |
C |
p.
|
article
|
| 52 |
Static and dynamic tests on steel joints equipped with novel structural details for progressive collapse mitigation
|
Bregoli, Guido
|
|
|
232 |
C |
p.
|
article
|
| 53 |
Study on bagging effect and rupture failure of membrane structures
|
Samy, Akram
|
|
|
232 |
C |
p.
|
article
|
| 54 |
Theoretical analysis of the mechanical behavior of double-ring joints under pure bending, bending-shear and eccentric loading conditions
|
Zhang, Zhijie
|
|
|
232 |
C |
p.
|
article
|
| 55 |
Theoretical vehicle bridge interaction model for bridges with non-simply supported boundary conditions
|
Shi, Zhenhua
|
|
|
232 |
C |
p.
|
article
|
| 56 |
The seismic behaviour of precast concrete interior joints with different connection methods in assembled monolithic subway station
|
Liu, Hongtao
|
|
|
232 |
C |
p.
|
article
|
| 57 |
Time-domain model for prediction of generalized 3DOF buffeting response of tall buildings using 2D aerodynamic sectional properties
|
Hou, Fangwei
|
|
|
232 |
C |
p.
|
article
|
| 58 |
Using composite yield mechanism to mitigate seismic damage to exposed steel column base connections
|
Cui, Yao
|
|
|
232 |
C |
p.
|
article
|
Journal description