Engineering Structures - März 2019

Erschienen:	März 2019

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Mostofinejad, Davood / Hajrasouliha, Mohammadjavad	3D beam–column corner joints retrofitted with X-shaped FRP sheets attached via the EBROG technique	987-998
Hong, Huan-Peng / Yuan, Huang / Deng, Lu / Bai, Yu	Axial capacity of steel tube-reinforced concrete stub columns	523-532
Xin, Yu / Hao, Hong / Li, Jun / Wang, Zuo-Cai / Wan, Hua-Ping / Ren, Wei-Xin	Bayesian based nonlinear model updating using instantaneous characteristics of structural dynamic responses	459-474
Li, Hai-Ting / Young, Ben	Behaviour of cold-formed high strength steel RHS under localised bearing forces	1049-1058
Wang, Yuyin / Yang, Ligui / Yang, Hua / Liu, Changyong	Behaviour of concrete-filled corrugated steel tubes under axial compression	475-495
Ivorra, Salvador / Foti, Dora / Gallo, Valentina / Vacca, Vitantonio / Bru, David	Bell's dynamic interaction on a reinforced concrete bell tower	965-975
Mahlknecht, Ursula / Brandner, Reinhard	Block shear failure mechanism of axially-loaded groups of screws	220-242
Zhou, Hao / Torres, Juan P. / Fernando, Dilum / Law, Angus / Emberley, Richard	The bond behaviour of CFRP-to-steel bonded joints with varying bond properties at elevated temperatures	1121-1133
Yang, Y. B. / Zhang, Bin / Chen, Yanan / Qian, Yao / Wu, Yuntian	Bridge damping identification by vehicle scanning method	637-645
Qin, Chao / Mahmoud, Hussam	Collapse performance of composite steel frames under fire	662-676
Araya-Letelier, G. / Parra, P. F. / Lopez-Garcia, D. / Garcia-Valdes, A. / Candia, G. / Lagos, R.	Collapse risk assessment of a Chilean dual wall-frame reinforced concrete office building	770-779
Jiang, Zi-qin / Yang, Xiao-Feng / Dou, Chao / Li, Chao / Zhang, Ai-Lin	Cyclic testing of replaceable damper: Earthquake-resilient prefabricated column-flange beam-column joint	922-936
Qiu, Canxing / Zhang, Yichen / Qu, Bing / Dai, Chunxue / Hou, Hetao / Li, Han	Cyclic testing of seismic dampers consisting of multiple energy absorbing steel plate clusters	255-264
Murray, Cameron D. / Diaz Arancibia, Mauricio / Okumus, Pinar / Floyd, Royce W.	Destructive testing and computer modeling of a scale prestressed concrete I-girder bridge	195-205
Madera Sierra, Ingrid E. / Losanno, Daniele / Strano, Salvatore / Marulanda, Johannio / Thomson, Peter	Development and experimental behavior of HDR seismic isolators for low-rise residential buildings	894-906
Bai, Rui / Liu, Si-Wei / Liu, Yao-Peng / Chan, Siu-Lai	Direct analysis of tapered-I-section columns by one-element-per-member models with the appropriate geometric-imperfections	907-921
Gao, Fei / Xiao, Zigang / Guan, Xingquan / Zhu, Hongping / Du, Guofeng	Dynamic behavior of CHS-SHS tubular T-joints subjected to low-velocity impact loading	720-740
Lu, Xiang / Wu, Zhenyu / Pei, Liang / He, Kun / Chen, Jiankang / Li, Zefa / Yang, Zhe	Effect of the spatial variability of strength parameters on the dynamic damage characteristics of gravity dams	281-289
Alavi-Dehkordi, Sayedmahdi / Mostofinejad, Davood / Alaee, Pooya	Effects of high-strength reinforcing bars and concrete on seismic behavior of RC beam-column joints	702-719
Zhu, Zhihui / Gong, Wei / Wang, Lidong / Bai, Yu / Yu, Zhiwu / Zhang, Lei	Efficient assessment of 3D train-track-bridge interaction combining multi-time-step method and moving track technique	290-302
Gernay, Thomas / Van Coile, Ruben / Elhami Khorasani, Negar / Hopkin, Danny	Efficient uncertainty quantification method applied to structural fire engineering computations	1-17
Nijgh, Martin Paul / Gîrbacea, Ioan Andrei / Veljković, Milan	Elastic behaviour of a tapered steel-concrete composite beam optimized for reuse	366-374
Yi, Jiang / Li, Jianzhong	Experimental and numerical study on seismic response of inclined tower legs of cable-stayed bridges during earthquakes	180-194
Wu, Dongyue / Liang, Shuting / Shen, Mengying / Guo, Zhengxing / Zhu, Xiaojun / Sun, Chongfang	Experimental estimation of seismic properties of new precast shear wall spatial structure model	319-339
Xu, Qingfeng / Chen, Lingzhu / Han, Chongqing / Harries, Kent A. / Xu, Zhimin	Experimental research on fire-damaged RC continuous T-beams subsequently strengthened with CFRP sheets	135-149
van de Lindt, John W. / Furley, Jace / Amini, M. Omar / Pei, Shiling / Tamagnone, Gabriele / Barbosa, Andre R. / Rammer, Doug / Line, Philip / Fragiacomo, Massimo / Popovski, Marjan	Experimental seismic behavior of a two-story CLT platform building	408-422
Bao, Wei / Jiang, Jin / Shao, Yongsong / Liu, Yuan	Experimental study of the lateral performance of a steel stud wall with a semi-rigid connected frame	677-689
Tan, Ee Loon / Varsani, Harshard / Liao, Feiyu	Experimental study on demountable steel-concrete connectors subjected to combined shear and tension	110-123
Ye, X. W. / Xi, P. S. / Nagode, Marko	Extension of REBMIX algorithm to von Mises parametric family for modeling joint distribution of wind speed and direction	1134-1145
Huang, Cheng / Chen, Tao / Feng, Siyuan	Finite element analysis of fatigue crack growth in CFRP-repaired four-point bend specimens	398-407
Yin, Hor / Shirai, Kazutaka / Teo, Wee	Finite element modelling to predict the flexural behaviour of ultra-high performance concrete members	741-755
Kim, Sang-Hyun / Park, Sung Yong / Park, YoungHwan / Jeon, Se-Jin	Friction characteristics of post-tensioning tendons in full-scale structures	389-397
Torres, Benjamín / Bertolesi, Elisa / Calderón, Pedro A. / Moragues, Juan J. / Adam, José M.	A full-scale timbrel cross vault subjected to vertical cyclical displacements in one of its supports	791-804
Hajiloo, Hamzeh / Green, Mark F.	GFRP reinforced concrete slabs in fire: Finite element modelling	1109-1120
Xu, You-Lin / Wang, Zhi-Lu / Li, Guo-Qiang / Chen, Suwen / Yang, Yeong-bin	High-speed running maglev trains interacting with elastic transitional viaducts	562-578
Chen, Shuxian / Xie, Xu / Zhuge, Hanqing	Hysteretic model for steel piers considering the local buckling of steel plates	303-318
Do, Tin V. / Pham, Thong M. / Hao, Hong	Impact force profile and failure classification of reinforced concrete bridge columns against vehicle impact	443-458
Ning, Ning / Ma, Zhongguo John / Zhang, Pengpeng / Yu, Dehu / Wang, Jianlang	Influence of masonry infills on seismic response of RC frames under low frequency cyclic load	70-82
Morais, Jordana L. / Silva, Frederico M. A.	Influence of modal coupling and geometrical imperfections on the nonlinear buckling of cylindrical panels under static axial load	816-829
Liu, Yang / Guo, Zixiong / Liu, Xiaojuan / Chicchi, Rachel / Shahrooz, Bahram	An innovative resilient rocking column with replaceable steel slit dampers: Experimental program on seismic performance	830-840
Wu, Pengtao / Wu, Chengqing / Liu, Zhongxian / Hao, Hong	Investigation of shear performance of UHPC by direct shear tests	780-790
Yang, Yang / Li, Chun / Bashir, Musa / Wang, Jin / Yang, Chunmin	Investigation on the sensitivity of flexible foundation models of an offshore wind turbine under earthquake loadings	756-769
Nguyen, T. N. Hang / Tan, Kang-Hai / Kanda, Tetsushi	Investigations on web-shear behavior of deep precast, prestressed concrete hollow core slabs	579-593
Zhou, Peng / Guo, Yan-Lin / Bradford, Mark Andrew / Pi, Yong-Lin / Tong, Jing-Zhong	Load resistance and hysteretic response of multiple cross-arm pre-tensioned cable stayed buckling-restrained braces	949-964
Nguyen, Wilson / Bandelt, Matthew J. / Trono, William / Billington, Sarah L. / Ostertag, Claudia P.	Mechanics and failure characteristics of hybrid fiber-reinforced concrete (HyFRC) composites with longitudinal steel reinforcement	243-254
Zhou, Kan / Han, Lin-Hai	Modelling the behaviour of concrete-encased concrete-filled steel tube (CFST) columns subjected to full-range fire	265-280
Mohammadi Darestani, Yousef / Shafieezadeh, Abdollah	Multi-dimensional wind fragility functions for wood utility poles	937-948
Ke, Ke / Wang, Fuming / Yam, Michael C. H. / Deng, Lu / He, Yongjun	A multi-stage-based nonlinear static procedure for estimating seismic demands of steel MRFs equipped with steel slit walls	1091-1108
Ferdous, Wahid / Bai, Yu / Ngo, Tuan Duc / Manalo, Allan / Mendis, Priyan	New advancements, challenges and opportunities of multi-storey modular buildings – A state-of-the-art review	883-893
Vannucci, P. / Masi, F. / Stefanou, I.	A nonlinear approach to the wind strength of Gothic Cathedrals: The case of Notre Dame of Paris	860-873
Zhou, Rui / Ge, Yaojun / Yang, Yongxin / Liu, Shiyi / Du, Yanliang / Zhang, Lihai	A nonlinear numerical scheme to simulate multiple wind effects on twin-box girder suspension bridges	1072-1090
Luo, Jun / Zeng, Zhiping	A novel algorithm for longitudinal track-bridge interactions considering loading history and using a verified mechanical model of fasteners	52-68
Sellin, Jean-Philippe / Sousa, Helder / Barthélémy, Jean-François / Torrenti, Jean-Michel	Novel semi-analytical model to calculate shear forces due to viscoelastic interactions	999-1013
Yun, Wanying / Lu, Zhenzhou / Feng, Kaixuan / Jiang, Xian	A novel step-wise AK-MCS method for efficient estimation of fuzzy failure probability under probability inputs and fuzzy state assumption	340-350
Zhou, Lina / Chui, Ying-Hei / Ni, Chun	Numerical study on seismic force modification factors of hybrid light wood frame structures connected to a stiff core	874-882
Ekmekyapar, Talha / Alhatmey, Ihssan A. H.	Post-fire resistance of internally ring stiffened high performance concrete filled steel tube columns	375-388
Li, Xiuling / Xu, Zhenbo / Bao, Yi / Cong, Zhengang	Post-fire seismic behavior of two-bay two-story frames with high-performance fiber-reinforced cementitious composite joints	150-159
Kanyilmaz, Alper	The problematic nature of steel hollow section joint fabrication, and a remedy using laser cutting technology: A review of research, applications, opportunities	1027-1048
Mata-Falcón, Jaime / Pallarés, Luis / Miguel, Pedro F.	Proposal and experimental validation of simplified strut-and-tie models on dapped-end beams	594-609
Deng, Kailai / Yan, Guihao / Yang, Haipeng / Zhao, Canhui	RC arch bridge seismic performance evaluation by sectional N-M interaction and coupling effect of brace beams	18-29
Quayyum, Shahriar	Refined parametric models for wind load resistances of wood-frame walls	841-859
Soo Lon Wah, William / Owen, John S. / Chen, Yung-Tsang / Elamin, Ahmed / Roberts, Gethin Wyn	Removal of masking effect for damage detection of structures	646-661
Motaleb, Mehdi / Lindquist, Will / Ibrahim, Ahmed / Hindi, Riyadh	Repair assessment for distortion-induced fatigue cracks in a seismically retrofitted double-deck bridge complex	124-134
Shan, Li / Petrone, Floriana / Kunnath, Sashi	Robustness of RC buildings to progressive collapse: Influence of building height	690-701
Eslami, Mohammadreza / Namba, Hisashi / Kodur, Venkatesh / Mahamid, Mustafa / Ali Morovat, Mohamed	Seismic behavior of composite beam connected to HSS column with large width-to-thickness ratio	423-442
Ye, Zhihang / Feng, De-Cheng / Wu, Gang	Seismic control of modularized suspended structures with optimal vertical distributions of the secondary structure parameters	160-179
Hui, Li / Hraib, Faress / Gillis, Brandon / Vicente, Miguel / Hindi, Riyadh	A Simplified method to minimize exterior girder rotation of steel bridges during deck construction	84-93
Li, Zhenbao / Yu, Chunyi / Xie, Yongping / Ma, Hua / Tang, Zhenyun	Size effect on seismic performance of high-strength reinforced concrete columns subjected to monotonic and cyclic loading	206-219
Zamanifar, Hossein / Sarrami-Foroushani, Saeid / Azhari, Mojtaba	Static and dynamic analysis of corrugated-core sandwich plates using finite strip method	30-51
Obaidat, Ala' T. / Ashour, Ahmed / Galal, Khaled	Stress-strain model for C-shape confined concrete masonry boundary elements of RM shear walls	1059-1071
Maung, P. / Prusty, B. G. / White, J. M. / David, M. / Phillips, A. W. / St John, N. A.	Structural performance of a shape-adaptive composite hydrofoil using automated fibre placement	351-365
Sharif, Alfarabi M. / Al-Mekhlafi, Galal M. / Al-Osta, Mohammed A.	Structural performance of CFRP-strengthened concrete-filled stainless steel tubular short columns	94-109
Dhanapal, Jothiarun / Ghaednia, Hossein / Das, Sreekanta / Velocci, Jonathan	Structural performance of state-of-the-art VectorBloc modular connector under axial loads	496-509
Fang, Cheng / Zheng, Yue / Chen, Junbai / Yam, Michael C. H. / Wang, Wei	Superelastic NiTi SMA cables: Thermal-mechanical behavior, hysteretic modelling and seismic application	533-549
Afshan, S. / Theofanous, M. / Wang, J. / Gkantou, M. / Gardner, L.	Testing, numerical simulation and design of prestressed high strength steel arched trusses	510-522
Zhang, Yahui / Li, Yuyin / Kennedy, David	An uncertain computational model for random vibration analysis of subsea pipelines subjected to spatially varying ground motions	550-561
Zeng, Qiang / Guo, Xiaonong / Huang, Zewei / Zong, Shaohan	Uniaxial compression bearing capacity of bolted ball-cylinder joint	976-986
Petrone, Floriana / Monti, Giorgio	Unified code-compliant equations for bending and ductility capacity of full and hollow rectangular RC sections	805-815
Coletta, Giorgia / Miraglia, Gaetano / Pecorelli, Marica / Ceravolo, Rosario / Cross, Elizabeth / Surace, Cecilia / Worden, Keith	Use of the cointegration strategies to remove environmental effects from data acquired on historical buildings	1014-1026
Ghassempour, Mina / Failla, Giuseppe / Arena, Felice	Vibration mitigation in offshore wind turbines via tuned mass damper	610-636

Über diese
Datenseite
IssueID
26931
Veröffentlicht am:
11.01.2019
Geändert am:
30.06.2019

Anzeige

Structurae kooperiert mit

International Association for Bridge and Structural Engineering (IABSE)

Anzeige

Engineering Structures - März 2019

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Engineering Structures - März 2019

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.