Engineering Structures - November 2017

Erschienen:	November 2017

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Weng, J. / Tan, K. H. / Lee, C. K.	Adaptive superelement modeling for progressive collapse analysis of reinforced concrete frames	136-152
Zou, Lianghao / Shi, Tianyi / Song, Jie / Cai, C. S.	Application of the high-frequency base balance technique to tall slender structures considering the effects of higher modes	1-10
Lyu, Mengning / Zhu, Xinqun / Yang, Qingshan	Bilinear connection stiffness identification of heritage timber buildings with limited strain measurements	665-681
Sun, Limin / Hong, Dongxiao / Chen, Lin	Cables interconnected with tuned inerter damper for vibration mitigation	57-67
Rasheed, Hayder A. / Al-Masri, Rund / Alali, Bacim	Closed form stability solution of simply supported anisotropic laminated composite plates under axial compression compared with experiments	327-336
Alhasawi, Anas / Heng, Piseth / Hjiaj, Mohammed / Guezouli, Samy / Battini, Jean-Marc	Co-rotational planar beam element with generalized elasto-plastic hinges	188-205
Ferreira, João / Real, Paulo Vila / Couto, Carlos	Comparison of the General Method with the Overall Method for the out-of-plane stability of members with lateral restraints	153-172
Zhang, W. / Chen, J. / Zhang, Y. F. / Yang, X. D.	Continuous model and nonlinear dynamic responses of circular mesh antenna clamped at one side	115-135
Ma, Jia-Lin / Chan, Tak-Ming / Young, Ben	Design of cold-formed high strength steel tubular beams	432-443
Arrayago, I. / Real, E. / Mirambell, E.	Design of stainless steel continuous beams with tubular cross-sections	422-431
Wang, W. / Morgenthal, G.	Dynamic analyses of square RC pier column subjected to barge impact using efficient models	20-32
Ganesan, N. / Indira, P. V. / Irshad, P.	Effect of ferrocement infill on the strength and behavior of RCC frames under reverse cyclic loading	273-281
Looi, D. T. W. / Su, R. K. L. / Cheng, B. / Tsang, H. H.	Effects of axial load on seismic performance of reinforced concrete walls with short shear span	312-326
Nozari, Amin / Behmanesh, Iman / Yousefianmoghadam, Seyedsina / Moaveni, Babak / Stavridis, Andreas	Effects of variability in ambient vibration data on model updating and damage identification of a 10-story building	540-553
Tang, Yaqiong / Li, Tuanjie	Equivalent-force density method as a shape-finding tool for cable-membrane structures	11-19
Khorramian, Koosha / Sadeghian, Pedram	Experimental and analytical behavior of short concrete columns reinforced with GFRP bars under eccentric loading	761-773
Ronanki, Vidya Sagar / Burkhalter, David I. / Aaleti, Sriram / Song, Wei / Richardson, James A.	Experimental and analytical investigation of end zone cracking in BT-78 girders	503-517
Li, Zheng / Dong, Hanlin / Wang, Xijun / He, Minjuan	Experimental and numerical investigations into seismic performance of timber-steel hybrid structure with supplemental dampers	33-43
Feng, Ran / Sun, Wen / Shen, Chengdong / Zhu, Jihua	Experimental investigation of aluminum square and rectangular beams with circular perforations	613-632
Wang, J. H. / Koizumi, A.	Experimental investigation of buckling collapse of encased liners subjected to external water pressure	44-56
Liu, Jingchen / Yang, Yuanlong / Liu, Jiepeng / Zhou, Xuhong	Experimental investigation of special-shaped concrete-filled steel tubular column to steel beam connections under cyclic loading	68-84
Dinu, Florea / Marginean, Ioan / Dubina, Dan	Experimental testing and numerical modelling of steel moment-frame connections under column loss	861-878
Wang, Ning-Bo / He, Li-Xiang / Ren, Wei-Xin / Huang, Tian-Li	Extraction of influence line through a fitting method from bridge dynamic response induced by a passing vehicle	648-664
Xiang, X. M. / Lu, G. / Li, Z. X. / Lv, Y.	Finite element analysis and experimental study on a bellows joint	584-598
Meng, Dan / Lee, C. K. / Zhang, Y. X.	Flexural and shear behaviours of plain and reinforced polyvinyl alcohol-engineered cementitious composite beams	261-272
Tanarslan, H. M.	Flexural strengthening of RC beams with prefabricated ultra high performance fibre reinforced concrete laminates	337-348
Guo, Yan-Lin / Chen, Hang / Pi, Yong-Lin	In-plane failure mechanisms and strength design of circular steel planar tubular Vierendeel truss arches	488-502
Belejo, Andre / Barbosa, Andre R. / Bento, Rita	Influence of ground motion duration on damage index-based fragility assessment of a plan-asymmetric non-ductile reinforced concrete building	682-703
Lee, Jeong-Hwa / Won, Deok-Hee / Jeong, Youn-Ju / Kim, Seong-Hwan / Kang, Young-Jong	Interfacial shear behavior of a high-strength pile to sleeve grouted connection	704-723
Al-Balhawi, Ali / Zhang, Binsheng	Investigations of elastic vibration periods of reinforced concrete moment-resisting frame systems with various infill walls	173-187
Wang, Wei / Zhang, Yahui / Ouyang, Huajiang	An iterative method for solving the dynamic response of railway vehicle-track coupled systems based on prediction of wheel-rail forces	297-311
Oudah, Fadi / El-Hacha, Raafat	Joint performance in concrete beam-column connections reinforced using SMA smart material	745-760
Trahair, Nick	Lateral buckling of tapered members	518-526
Al-Rifaie, A. / Guan, Z. W. / Jones, S. W. / Wang, Q.	Lateral impact response of end-plate beam-column connections	221-234
Sanders, Emily D. / Ramos, Adeildo S. / Paulino, Glaucio H.	A maximum filter for the ground structure method: An optimization tool to harness multiple structural designs	235-252
Xiao, Q. / Doudak, G. / Mohareb, M.	Numerical and experimental investigation of lateral torsional buckling of wood beams	85-92
Zhang, Changzai / Cheng, Yuansheng / Zhang, Pan / Duan, Xinfeng / Liu, Jun / Li, Yong	Numerical investigation of the response of I-core sandwich panels subjected to combined blast and fragment loading	459-471
Dai, Wentao / Shi, Chen / Tan, Yong / Rojas, Fabian	A numerical solution and evaluation of dynamic stiffness of pile groups and comparison to experimental results	253-260
Zhao, Lufeng / Bi, Kaiming / Hao, Hong / Li, Xiaozhen	Numerical studies on the seismic responses of bridge structures with precast segmental columns	568-583
Chen, Ge-Wei / Omenzetter, Piotr / Beskhyroun, Sherif	Operational modal analysis of an eleven-span concrete bridge subjected to weak ambient excitations	839-860
Tapao, Assanai / Cheerarot, Raungrut	Optimal parameters and performance of artificial bee colony algorithm for minimum cost design of reinforced concrete frames	802-820
Morrison, Machel / Quayyum, Shahriar / Hassan, Tasnim	Performance enhancement of eight bolt extended end-plate moment connections under simulated seismic loading	444-458
Pan, Yuxin / Ventura, Carlos E. / Cheung, Moe M. S.	Performance of highway bridges subjected to blast loads	788-801
Ampatzis, A. T. / Psomiadis, V. G. / Efthymiou, E.	Plastic collapse of hardening spatial aluminium frames: A novel shakedown-based approach	724-744
Moammer, Omid / Dolatshahi, Kiarash M.	Predictive equations for shear link modeling toward collapse	599-612
Allahvirdizadeh, R. / Khanmohammadi, M. / Marefat, M. S.	Probabilistic comparative investigation on introduced performance-based seismic design and assessment criteria	206-220
Truong, Gia Toai / Choi, Kyoung-Kyu / Kim, Hee-Seung	Punching-shear behaviors of RC-column footings with various reinforcement and strengthening details	282-296
Li, Y. G. / Fan, F. / Hong, H. P.	Reliability of lattice dome with and without the effect of using small number of ground motion records in seismic design	381-390
Bojórquez, Juan / Ruiz, Sonia E. / Ellingwood, Bruce / Reyes-Salazar, Alfredo / Bojórquez, Edén	Reliability-based optimal load factors for seismic design of buildings	527-539
Chen, Zhihua / Li, Hongxing / Chen, Aoyi / Yu, Yujie / Wang, Hui	Research on pretensioned modular frame test and simulations	774-787
Guo, Jun-jun / Zhong, Jian / Dang, Xin-zhi / Yuan, Wan-cheng	Seismic performance assessment of a curved bridge equipped with a new type spring restrainer	105-114
Fiorino, Luigi / Macillo, Vincenzo / Landolfo, Raffaele	Shake table tests of a full-scale two-story sheathing-braced cold-formed steel building	633-647
Abdulla, Kurdo F. / Cunningham, Lee S. / Gillie, Martin	Simulating masonry wall behaviour using a simplified micro-model approach	349-365
Wang, Wenjing / Ma, Hua / Li, Zhenbao / Tang, Zhenyun	Size effect in circular concrete-filled steel tubes with different diameter-to-thickness ratios under axial compression	554-567
Stefanidou, Sotiria P. / Sextos, Anastasios G. / Kotsoglou, Anastasios N. / Lesgidis, Nikolaos / Kappos, Andreas J.	Soil-structure interaction effects in analysis of seismic fragility of bridges using an intensity-based ground motion selection procedure	366-380
Nedin, R. / Dudarev, V. / Vatulyan, A.	Some aspects of modeling and identification of inhomogeneous residual stress	391-405
Tong, L. W. / Xu, G. W. / Yang, D. L. / Mashiri, F. R. / Zhao, X. L.	Stress concentration factors in CHS-CFSHS T-joints: Experiments, FE analysis and formulae	406-421
Vu, Ngoc Son / Yu, Bo / Li, Bing	Stress-strain model for confined concrete with corroded transverse reinforcement	472-487
Elchalakani, Mohamed / Ma, Guowei	Tests of glass fibre reinforced polymer rectangular concrete columns subjected to concentric and eccentric axial loading	93-104
Øverli, Jan A.	Towards a better understanding of the ultimate behaviour of LWAC in compression and bending	821-838

Über diese
Datenseite
IssueID
17513
Veröffentlicht am:
06.12.2018
Geändert am:
30.06.2019

Anzeige

Structurae kooperiert mit

International Association for Bridge and Structural Engineering (IABSE)

Anzeige

Engineering Structures - November 2017

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 - November 2017

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.