| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accurate prediction of magnetorheological damper characteristics based on a new rheological constitutive model
|
Lv, Jingcheng
|
|
|
50 |
C |
p. 108-117
|
artikel
|
| 2 |
A comparative study of the novel externally-attached precast SRC braced-frames for seismic retrofitting under near-field spectrum-compatible non-stationary stochastic earthquake
|
Xu, Ji-Gang
|
|
|
50 |
C |
p. 200-214
|
artikel
|
| 3 |
A comprehensive proposal for rehabilitation of historic Armenian church belonging to 16th century AD (Diyarbakır, Turkey)
|
Korkmaz, Nimet Gökçe
|
|
|
50 |
C |
p. 118-147
|
artikel
|
| 4 |
A dynamic-static coupling topology optimization method based on hybrid cellular automata
|
Zhang, Xiaopeng
|
|
|
50 |
C |
p. 1573-1583
|
artikel
|
| 5 |
A Legendre-Ritz solution for bending, buckling and free vibration behaviours of porous beams resting on the elastic foundation
|
Nguyen, Ngoc-Duong
|
|
|
50 |
C |
p. 1934-1950
|
artikel
|
| 6 |
Analysis on the causes of cracking and excessive deflection of long span box girder bridges based on space frame lattice models
|
Jin, Yongxue
|
|
|
50 |
C |
p. 464-481
|
artikel
|
| 7 |
Analytical investigation into the flexural behavior of steel tubular truss-and-concrete (STTC) composite beams
|
Hu, Bo
|
|
|
50 |
C |
p. 670-688
|
artikel
|
| 8 |
Analytical solutions for thermal effects of suspension bridges based on a surrogate model with longitudinal restraint stiffness
|
Wang, Erqiang
|
|
|
50 |
C |
p. 723-733
|
artikel
|
| 9 |
A new approach of ensemble learning in fully automated identification of structural modal parameters of concrete gravity dams: A case study of the Koyna dam
|
Mostafaei, Hasan
|
|
|
50 |
C |
p. 255-271
|
artikel
|
| 10 |
An improved approach of Armijo-based adaptive stability transformation method
|
Xia, Yu
|
|
|
50 |
C |
p. 1827-1837
|
artikel
|
| 11 |
An improved passive tuned mass damper assisted by dual stiffness
|
Roozbahan, Mostafa
|
|
|
50 |
C |
p. 1598-1607
|
artikel
|
| 12 |
An investigation on fatigue crack propagation behavior of welded connections in UHPC reinforced OSDs using 3D crack simulation
|
Abdelbaset, Hesham
|
|
|
50 |
C |
p. 1527-1544
|
artikel
|
| 13 |
A non-gradient-based reliability method using a new six-item instruction for updating design point
|
Amin Roudak, Mohammad
|
|
|
50 |
C |
p. 1752-1766
|
artikel
|
| 14 |
An optimized zonal deformation prediction model for super-high arch dams
|
Hu, Jiang
|
|
|
50 |
C |
p. 758-774
|
artikel
|
| 15 |
Application of machine learning in seismic fragility assessment of bridges with SMA-restrained rocking columns
|
Akbarnezhad, Miles
|
|
|
50 |
C |
p. 1320-1337
|
artikel
|
| 16 |
ASR crack identification in bridges using deep learning and texture analysis
|
Nguyen, Andy
|
|
|
50 |
C |
p. 494-507
|
artikel
|
| 17 |
Assessment of historic buildings after an earthquake using various advanced techniques
|
Kilic, Gokhan
|
|
|
50 |
C |
p. 538-560
|
artikel
|
| 18 |
Bearing capacity of concentric anchorage zones in post-tensioned members: A stress field solution
|
Lei, Haipeng
|
|
|
50 |
C |
p. 1368-1375
|
artikel
|
| 19 |
Behavior of hot-cast anchor sockets for prestressed cable structures under fire
|
Hang, YANG
|
|
|
50 |
C |
p. 1-9
|
artikel
|
| 20 |
Behaviour of steel-BFRP bars reinforced ECC composite girders with corrugated webs under negative moment
|
Wu, Fangwen
|
|
|
50 |
C |
p. 636-650
|
artikel
|
| 21 |
Bond-slip effect in novel steel box-concrete composite structures part Ⅱ: Long-term loading
|
Chen, Hongbing
|
|
|
50 |
C |
p. 1897-1905
|
artikel
|
| 22 |
Bonobo optimizer algorithm for optimum design of truss structures with static constraints
|
Goodarzimehr, Vahid
|
|
|
50 |
C |
p. 400-417
|
artikel
|
| 23 |
Closed form expressions for H2 optimal control of negative stiffness and inerter-based dampers for damped structures
|
Islam, Naqeeb Ul
|
|
|
50 |
C |
p. 791-809
|
artikel
|
| 24 |
Comparison of seismic fragility of RC moment-resisting frame structures designed according to Chinese and Indian code
|
Biva, Gyawali
|
|
|
50 |
C |
p. 347-358
|
artikel
|
| 25 |
Cooling rate effects on fatigue life prediction using hardness measurements for in-service steel patch-welds with and without TIG dressing treatment
|
Barzegar-Mohammadi, Sajjad
|
|
|
50 |
C |
p. 1285-1302
|
artikel
|
| 26 |
Cyclic performance of novel composite beam-to-column connections with reduced beam section fuse elements
|
Yao, Yifan
|
|
|
50 |
C |
p. 842-858
|
artikel
|
| 27 |
Damage identification using piezoelectric electromechanical Impedance: A brief review from a numerical framework perspective
|
Cao, Pei
|
|
|
50 |
C |
p. 1906-1921
|
artikel
|
| 28 |
Deformation prediction of large-span spatial structure considering adverse weather conditions
|
Wang, Jin-Tao
|
|
|
50 |
C |
p. 508-523
|
artikel
|
| 29 |
Developing an innovative stiffened shear damper for concentrically braced frames
|
Ghamari, Ali
|
|
|
50 |
C |
p. 734-744
|
artikel
|
| 30 |
Development and experimental validation of finite element models for a prestressed lead extrusion damper
|
Çalım, Furkan
|
|
|
50 |
C |
p. 1114-1125
|
artikel
|
| 31 |
Development of hybrid models for shear resistance prediction of grouped stud connectors in concrete using improved metaheuristic optimization techniques
|
Zhu, Jinsong
|
|
|
50 |
C |
p. 286-302
|
artikel
|
| 32 |
Distinct element modeling of the in-plane and out-of-plane response of ordinary and innovative masonry infill walls
|
Chen, Zhangyan
|
|
|
50 |
C |
p. 1447-1460
|
artikel
|
| 33 |
Dynamic identification of brick masonry semi-circular arches due to temperature and moisture
|
Alaei, Alireza
|
|
|
50 |
C |
p. 148-160
|
artikel
|
| 34 |
Early-Hydration heat and influencing factor analysis of Large-Volume concrete box girder based on equivalent age
|
Cai, Yuliang
|
|
|
50 |
C |
p. 1699-1713
|
artikel
|
| 35 |
Eccentric compression behavior of Steel-FRP composite bars RC columns under coupling action of chloride corrosion and load
|
Ge, Wenjie
|
|
|
50 |
C |
p. 1051-1068
|
artikel
|
| 36 |
Effect change of extra-wide concrete self-anchored suspension bridge under blast loads and its prediction considering time-dependent effect
|
Zhou, Guangpan
|
|
|
50 |
C |
p. 1035-1050
|
artikel
|
| 37 |
Effect of bidirectional load on seismic performance of jacketed external diaphragm joints of high-strength concrete-filled high-strength steel tube frame
|
Li, Guo-Chang
|
|
|
50 |
C |
p. 161-180
|
artikel
|
| 38 |
Effect of crack characteristics on the vibration behavior of post-buckled functionally graded plates
|
Sh Khoram-Nejad, Emadaldin
|
|
|
50 |
C |
p. 181-199
|
artikel
|
| 39 |
Effect of infilled CLT shear walls on the lateral performance of glued-laminated timber frames: Experimental and numerical analysis
|
Ren, Guoqi
|
|
|
50 |
C |
p. 80-96
|
artikel
|
| 40 |
Effect of time step interval and time integration schemes in Pseudo-Dynamic analysis
|
Öztürk, Sezer
|
|
|
50 |
C |
p. 215-230
|
artikel
|
| 41 |
Effect of wear rings on buckling load capacity of Two-Stage hydraulic cylinder
|
Sahu, Kirtan Kumar
|
|
|
50 |
C |
p. 1965-1979
|
artikel
|
| 42 |
Embankment crack detection in UAV images based on efficient channel attention U2Net
|
Cheng, Haodong
|
|
|
50 |
C |
p. 430-443
|
artikel
|
| 43 |
Estimating the punching shear capacities of concrete slabs reinforced by steel and FRP rebars with ANN-Based GUI toolbox
|
Naseri Nasab, Mina
|
|
|
50 |
C |
p. 1204-1221
|
artikel
|
| 44 |
Evaluating fracture parameters of basalt fiber reinforced and pozzolana slurry modified recycled concrete produced from waste
|
Ahmed, Wisal
|
|
|
50 |
C |
p. 1476-1492
|
artikel
|
| 45 |
Evaluation of collapse resistance of masonry-infilled RC frame building under blast loadings
|
Lu, J.X.
|
|
|
50 |
C |
p. 1126-1146
|
artikel
|
| 46 |
Evaluation of lateral resistance for caisson with RC piles encased by riprap
|
Kim, Kyeongjin
|
|
|
50 |
C |
p. 1089-1099
|
artikel
|
| 47 |
Experimental and analytical investigation of the flexural behaviour of stiffened hollow glulam beams reinforced with fibre reinforced polymer
|
Zhang, Xiaofeng
|
|
|
50 |
C |
p. 810-822
|
artikel
|
| 48 |
Experimental and numerical studies on the cyclic performance of structural frames equipped with bar dampers
|
Ghaedi, Khaled
|
|
|
50 |
C |
p. 707-722
|
artikel
|
| 49 |
Experimental and numerical study on behaviour of fibre reinforced lightweight hollow core slabs under different flexure to shear ratios
|
Sahoo, Sumit
|
|
|
50 |
C |
p. 1264-1284
|
artikel
|
| 50 |
Experimental characterization of repaired cracked RC beams which strengthened with different healing methods subjected to torsion load
|
Anbarlouie, Mohadeseh
|
|
|
50 |
C |
p. 1714-1725
|
artikel
|
| 51 |
Experimental investigation of GFRP-RC beams with Polypropylene fibers and waste granite recycled aggregate
|
Karimi Pour, Arash
|
|
|
50 |
C |
p. 1021-1034
|
artikel
|
| 52 |
Experimental investigations on the load-bearing properties of dowel connection joints of bamboo scrimber
|
Cao, Qi
|
|
|
50 |
C |
p. 1868-1878
|
artikel
|
| 53 |
Experimental research on bond behaviour between high-strength steel bars and ultra-high-performance fibre-reinforced concrete
|
Li, Yanyan
|
|
|
50 |
C |
p. 859-869
|
artikel
|
| 54 |
Experimental research on standardized bamboo culm components for developing prefabricated bamboo building
|
Shan, Bo
|
|
|
50 |
C |
p. 272-285
|
artikel
|
| 55 |
Experimental study of plate-buckling type earthquake-resilient prefabricated steel beam-column joints with replaceable double flange cover plates
|
Jiang, Zi-Qin
|
|
|
50 |
C |
p. 1100-1113
|
artikel
|
| 56 |
Experimental study on seismic responses of tuned mass damper-applied real-scale piping system via shaking table tests
|
Kwag, Shinyoung
|
|
|
50 |
C |
p. 1625-1652
|
artikel
|
| 57 |
Experimental study on the shear behavior of RC beams strengthened with cementitious grout
|
Peng, Gang
|
|
|
50 |
C |
p. 1403-1415
|
artikel
|
| 58 |
Experiment study on temperature field and effect on steel-concrete composite bridge towers
|
Zhang, Han-Shuo
|
|
|
50 |
C |
p. 937-953
|
artikel
|
| 59 |
Explicit approach for the in-plane cyclic behaviors of unreinforced masonry structures using finite particle method
|
Zheng, Yanfeng
|
|
|
50 |
C |
p. 1493-1514
|
artikel
|
| 60 |
Finite element analysis of TPO membrane- retrofitted metal roof system subjected to wind loads
|
Darwish, Yasser
|
|
|
50 |
C |
p. 330-346
|
artikel
|
| 61 |
Finite element modeling of square high-strength concrete short columns longitudinally reinforced with steel equal-angles under axial loading
|
Emara, Mohamed
|
|
|
50 |
C |
p. 1653-1669
|
artikel
|
| 62 |
Finite element model updating and damage identification using semi-rigidly connected frame element and optimization procedure: An experimental validation
|
Ghannadi, Parsa
|
|
|
50 |
C |
p. 1173-1190
|
artikel
|
| 63 |
Flexural behaviour of concrete beams reinforced with steel-FRP composite bars
|
Etman, Emad E.
|
|
|
50 |
C |
p. 1147-1163
|
artikel
|
| 64 |
Framework to assess the seismic performance of non-engineered masonry infilled RC frame buildings accounting for material uncertainty
|
Feliciano, Dirsa
|
|
|
50 |
C |
p. 1191-1203
|
artikel
|
| 65 |
Free Vibration of Inclined Twisted Cables
|
Alkharisi, Mohammed K.
|
|
|
50 |
C |
p. 1879-1896
|
artikel
|
| 66 |
Global response of reinforced concrete framed building under varying blast load pulse shapes
|
Fatima, Alina
|
|
|
50 |
C |
p. 482-493
|
artikel
|
| 67 |
Ground motion rotation effects on bidirectional inelastic response using seismic input compatible to a target RotD100 spectrum
|
Rivera-Figueroa, Alan
|
|
|
50 |
C |
p. 97-107
|
artikel
|
| 68 |
Hybrid physics-BP neural network-based strength degradation model of corroded reinforcements under the simulated colliery environment
|
Zheng, Xiao-Wei
|
|
|
50 |
C |
p. 524-537
|
artikel
|
| 69 |
Identification of a load model for crowd-rhythmic activities based on acceleration measurements of a building floor
|
El Asri, Youssef
|
|
|
50 |
C |
p. 1980-1993
|
artikel
|
| 70 |
Improving the shear behavior of RC dapped-end beams using precast strain-hardening cementitious composite (P-SHCC) plates
|
Baraghith, Ahmed T.
|
|
|
50 |
C |
p. 978-997
|
artikel
|
| 71 |
Influence of filament angle orientation on the dynamic characteristics of additively-manufactured beams
|
Trujillo, M.
|
|
|
50 |
C |
p. 418-429
|
artikel
|
| 72 |
Influence of masonry infills on blast response of earthquake-resistant reinforced concrete buildings
|
Baddipalli, Shivalinga
|
|
|
50 |
C |
p. 908-924
|
artikel
|
| 73 |
Influence of mechanical properties of modified mortar on In-plane and Out-of-plane seismic performance of RC frame structure with infill walls
|
Zhang, Maohua
|
|
|
50 |
C |
p. 1686-1698
|
artikel
|
| 74 |
Investigation of bending properties of continuous fiber reinforced resin T-beams made by 3D printing
|
Wu, Siyuan
|
|
|
50 |
C |
p. 835-841
|
artikel
|
| 75 |
Investigation of vibration performance of pure active single and multi-feedback controls for a tall RC building
|
Uyar, Mehmet
|
|
|
50 |
C |
p. 615-635
|
artikel
|
| 76 |
Lateral buckling capacity of steel H-piles supporting integral abutment bridges (IABs)
|
Alshawabkeh, Yazan M.
|
|
|
50 |
C |
p. 896-907
|
artikel
|
| 77 |
Lateral resistance performance evaluation of cold-formed steel zero-tolerance bolted moment-resisting frames
|
Wrzesien, Andrzej
|
|
|
50 |
C |
p. 590-602
|
artikel
|
| 78 |
Machine learning for the prediction of evaluation of existing reinforced concrete structures performance against earthquakes
|
Cosgun, Cumhur
|
|
|
50 |
C |
p. 1994-2003
|
artikel
|
| 79 |
Material property and constitutive model of C120 hybrid fiber ultra-high performance concrete at elevated temperatures
|
Huang, Lei
|
|
|
50 |
C |
p. 373-386
|
artikel
|
| 80 |
Measurement and application of walking models for evaluating floor vibration
|
Cao, Liang
|
|
|
50 |
C |
p. 561-575
|
artikel
|
| 81 |
Metaheuristic-based optimal design of truss structures using algebraic force method
|
Kaveh, Ali
|
|
|
50 |
C |
p. 1951-1964
|
artikel
|
| 82 |
Modelling criteria proposal for dynamic analysis of beam bridges under moving loads using fem models
|
Sánchez-Haro, Javier
|
|
|
50 |
C |
p. 651-669
|
artikel
|
| 83 |
Multifrequency-based tension intelligent identification for cables with unknown end-restraints using a metaheuristic algorithm
|
Wang, Xiaoming
|
|
|
50 |
C |
p. 775-790
|
artikel
|
| 84 |
Nonlinear finite element investigations on different configurations of exterior beam-column connections with different concrete strengths in column and floor
|
El-Naqeeb, Mohamed H.
|
|
|
50 |
C |
p. 1809-1826
|
artikel
|
| 85 |
Numerical investigation on muzzle flow characteristics for small combustion chamber with embedded propelled body
|
Wang, Yong-tao
|
|
|
50 |
C |
p. 1783-1793
|
artikel
|
| 86 |
Numerical investigation on the shear behavior of slender reinforced concrete beams without shear reinforcement differed by various boundary and loading conditions
|
Gedik, Yasar Hanifi
|
|
|
50 |
C |
p. 870-883
|
artikel
|
| 87 |
Numerical study on the behavior and strength of concrete beam strengthening with fiber reinforced concrete jackets
|
Ibrahim, Arafa M.A.
|
|
|
50 |
C |
p. 1557-1572
|
artikel
|
| 88 |
Numerical validation on novel replaceable reduced beam section connections for moment-resisting frames
|
Özkılıç, Yasin Onuralp
|
|
|
50 |
C |
p. 63-79
|
artikel
|
| 89 |
Obituary
|
Madhavan, Mahendrakumar
|
|
|
50 |
C |
p. 317
|
artikel
|
| 90 |
Optimal design of steel gable frames with tapered members using Enhanced Crystal Structure Algorithm (ECryStAl)
|
Salama, Abdallah
|
|
|
50 |
C |
p. 1742-1751
|
artikel
|
| 91 |
Optimum maintenance strategy for CRTS II slab track based on time-dependent system reliability
|
Zhang, Xuan-Yi
|
|
|
50 |
C |
p. 387-399
|
artikel
|
| 92 |
Parametric model order reduction and vibration analysis of pipeline system based on adaptive dynamic substructure method
|
Ji, Wenhao
|
|
|
50 |
C |
p. 689-706
|
artikel
|
| 93 |
Performance improvements of microchannel heat sink using Koch fractal structure and nanofluids
|
Wang, Helin
|
|
|
50 |
C |
p. 1222-1231
|
artikel
|
| 94 |
Post-fire performance of axially-loaded elliptical concrete-filled steel tubular stub columns
|
Song, Tian-Yi
|
|
|
50 |
C |
p. 2004-2023
|
artikel
|
| 95 |
Predicting seismic interaction effect between soil and structure group using convolutional neural network
|
Wang, Jishuai
|
|
|
50 |
C |
p. 1011-1020
|
artikel
|
| 96 |
Prediction accuracy of Random Forest, XGBoost, LightGBM, and artificial neural network for shear resistance of post-installed anchors
|
Suenaga, D.
|
|
|
50 |
C |
p. 1252-1263
|
artikel
|
| 97 |
Prediction model for rice husk ash concrete using AI approach: Boosting and bagging algorithms
|
Nasir Amin, Muhammad
|
|
|
50 |
C |
p. 745-757
|
artikel
|
| 98 |
Prediction of axial load capacity of cold formed lipped channel section using machine learning
|
Rajneesh, K.
|
|
|
50 |
C |
p. 1429-1446
|
artikel
|
| 99 |
Probabilistic seismic performance assessment of nuclear containment structure considering statistical uncertainty
|
Jin, Song
|
|
|
50 |
C |
p. 1515-1526
|
artikel
|
| 100 |
Progressive collapse design optimization of RC frame structures using high-performance computing
|
Lin, Kaiqi
|
|
|
50 |
C |
p. 823-834
|
artikel
|
| 101 |
Push-out test of hybrid shear connector in steel-precast UHPC composite slab
|
Li, Cong
|
|
|
50 |
C |
p. 1767-1782
|
artikel
|
| 102 |
Quantification of the effects of different uncertainty sources on the seismic fragility functions of masonry-infilled RC frames
|
Mohamed, Hossameldeen
|
|
|
50 |
C |
p. 1069-1088
|
artikel
|
| 103 |
Quasi-static test loading protocols for modular steel construction joints
|
Zong, Liang
|
|
|
50 |
C |
p. 1545-1556
|
artikel
|
| 104 |
Research on evolution of shock wave of ground explosion in pit type explosion containment vessel
|
Zhou, Dezheng
|
|
|
50 |
C |
p. 1164-1172
|
artikel
|
| 105 |
Research on shear capacity of Dense-Steel-Column wall structure
|
Qiao, Wen-Tao
|
|
|
50 |
C |
p. 303-316
|
artikel
|
| 106 |
Resilience-based seismic design of inter-story isolated multi-towers built on large chassis
|
Wang, Xinyu
|
|
|
50 |
C |
p. 884-895
|
artikel
|
| 107 |
Risk assessment method of gas explosion based on quantification of margins and uncertainties (QMU):a case study on beam structures in buildings
|
Li, Shuwen
|
|
|
50 |
C |
p. 52-62
|
artikel
|
| 108 |
Risk-based optimization of seismic mitigation devices constrained by user-defined components importance
|
Zhong, Jian
|
|
|
50 |
C |
p. 1857-1867
|
artikel
|
| 109 |
Seesaw-twisting system with cylindrical steel slit damper for vibration control of structures
|
Feng, Shuai
|
|
|
50 |
C |
p. 1376-1390
|
artikel
|
| 110 |
Seismic behaviour of Concrete-filled steel tubular column to H-Shape steel beam connection with side plate
|
Dong, Xitong
|
|
|
50 |
C |
p. 1608-1624
|
artikel
|
| 111 |
Seismic behaviour of RC columns retrofitted with textile-reinforced mortar (TRM) optimized by short PVA fibres
|
Guo, Liying
|
|
|
50 |
C |
p. 244-254
|
artikel
|
| 112 |
Seismic damage evaluation of double-box metro tunnel accounting for soil stiffness using three-dimensional finite element analysis
|
Nguyen, Van-Quang
|
|
|
50 |
C |
p. 1584-1597
|
artikel
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Seismic evaluation method on shear strength models for round-end hollow piers of high-speed railway bridges
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Yu, Jun
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| 114 |
Seismic fragility analysis of critical facilities in communication base station based on shaking table test
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Feng, Lifei
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| 115 |
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Mirzai, Nadia M.
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| 116 |
Seismic fragility functions for RC As-built and eccentric steel brace frames
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Khan, Muhammad Shoaib
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| 117 |
Seismic performance analysis of adjacent eccentric structures based on PSO algorithm
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| 118 |
Seismic performance of pretensioned centrifugal spun concrete piles with steel strands
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Ren, Junwei
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| 119 |
Seismic response analysis of close-distance cross tunnels: Shaking table test and numerical parameter analysis
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| 120 |
Seismic response of concrete bridge of Lanzhou-Xinjiang high-speed railway under the near-fault strong earthquake
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Wujian, Yan
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| 121 |
Seismic risk analysis based on imprecise distribution and failure probability function under multidimensional limit state
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Jia, Da-Wei
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| 122 |
Selection of design parameters of straddle monorail system considering vehicle–bridge interaction
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Zhou, Junyong
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| 123 |
Shake table tests for the seismic performance assessment of desktop medical laboratory equipment considering the effect of adjacent walls and restrainers
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Yu, Peng
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| 124 |
Shaking table test on suspend-dome structure with the center-hung scoreboard under three-dimensional seismic
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Lu, Zhen
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| 125 |
Shear performance and failure process of perfobond connector in steel-UHPC composite structures
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Liu, Yangqing
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| 126 |
Shear strength of reinforced fly-ash-based geopolymer concrete beams with and without shear reinforcement
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Shibayama, Atsushi
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| 127 |
Spatial wind speed interpolation using Isoparametric shape functions for structural loading
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AL Shboul, Khalid W.
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| 128 |
Static and dynamic characteristics of jute/glass fiber reinforced hybrid composites
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Prasad, Mattipally
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| 129 |
Study of the dynamic performance of a gabion wall
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Mummadisingh, Jyothi Visali
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| 130 |
Study on seismic behavior of CHS T-joints under quasi-static cyclic in-plane bending
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| 131 |
Temperature effects of ballastless track and dynamic responses of vehicle-track coupling system on tunnel floor with high temperature
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Lou, Ping
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| 132 |
Temperature-induced response reconstruction method based on DL-AR model and attention mechanism
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| 133 |
The effects of structure-soil-structure interaction on seismic response of high-rise buildings equipped with optimized tuned mass damper
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Fatollahpour, Amirhosein
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| 134 |
The optimal configuration of negative stiffness inerter-based base isolators in multi-storey buildings
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| 135 |
Thermal and seismic performance evaluation of the innovative cylindrical RBS connection using numerical modelling
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Khalilpourazar, Yasaman
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| 136 |
Time-dependent reliability assessment of a simply supported girder bridge based on the third-moment method
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| 137 |
Vibration and resonance reliability analysis of non-uniform beam with randomly varying boundary conditions based on Kriging model
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