Engineering Structures - September 2018

Erschienen:	September 2018

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Dziedziech, K. / Ghosh, A. / Iwaniec, J. / Basu, B. / Staszewski, W. J. / Uhl, T.	Analysis of tuned liquid column damper nonlinearities	1027-1033
Zhao, Jun / Li, Kou / Shen, Fuqiang / Zhang, Xiangcheng / Si, Chenzhe	An analytical approach to predict shear capacity of steel fiber reinforced concrete coupling beams with small span-depth ratio	348-361
Fink, Gerhard / Köhler, Jochen / Brandner, Reinhard	Application of European design principles to cross laminated timber	934-943
van der Kooi, Kyle / Hoult, Neil A.	Assessment of a steel model truss using distributed fibre optic strain sensing	557-568
Choi, Eunsoo / Jeon, Jong-Su / Lee, Jong-Han / Park, Sun Hee / Ha, Seungwoo	Assessment of probabilistic seismic performance of RC columns jacketed by FRP winding wires using analytical models	629-646
Cai, Jingming / Pan, Jinlong / Li, Xiaopeng	Behavior of ECC-encased CFST columns under axial compression	1-9
Baghi, Hadi / Oliveira, André / Valença, Jónatas / Cavaco, Eduardo / Neves, Luis / Júlio, Eduardo	Behavior of reinforced concrete frame with masonry infill wall subjected to vertical load	476-487
Ding, Yunan / Zhu, Lei / Zhang, Kuang / Bai, Yu / Sun, Hailin	CHS X-joints strengthened by external stiffeners under brace axial tension	445-452
Thoma, K. / Malisia, F.	Compressive membrane action in RC one-way slabs	395-404
Hu, Fangxin / Shi, Gang / Shi, Yongjiu	Constitutive model for full-range elasto-plastic behavior of structural steels with yield plateau: Formulation and implementation	1059-1070
Rajput, Aditya Singh / Sharma, Umesh Kumar	Corroded reinforced concrete columns under simulated seismic loading	453-463
Brandner, R.	Cross laminated timber (CLT) in compression perpendicular to plane: Testing, properties, design and recommendations for harmonizing design provisions for structural timber products	944-960
Ringhofer, Andreas / Brandner, Reinhard / Blaß, Hans Joachim	Cross laminated timber (CLT): Design approaches for dowel-type fasteners and connections	849-861
Danielsson, Henrik / Serrano, Erik	Cross laminated timber at in-plane beam loading – Prediction of shear stresses in crossing areas	921-927
Merino Vela, R. J. / Brunesi, E. / Nascimbene, R.	Derivation of floor acceleration spectra for an industrial liquid tank supporting structure with braced frame systems	105-122
Gautam, Dipendra / Fabbrocino, Giovanni / Santucci de Magistris, Filippo	Derive empirical fragility functions for Nepali residential buildings	617-628
Loaiza, N. / Graciano, C. / Casanova, E.	Design recommendations for patch loading resistance of longitudinally stiffened I-girders	747-758
Feng, Xiaodong / Miah, Mohammad S. / Ou, Yaowen	Dynamic behavior and vibration mitigation of a spatial tensegrity beam	1007-1016
Chiu, Louis N. S. / Rolfe, Bernard / Wu, Xinhua / Yan, Wenyi	Effect of stiffness anisotropy on topology optimisation of additively manufactured structures	842-848
Palacios-Quiñonero, F. / Rubió-Massegú, J. / Rossell, J. M. / Karimi, H. R.	An effective computational design strategy for H∞ vibration control of large structures with information constraints	298-308
Joshi, Suhas S. / Thammishetti, Nikesh / Prakash, Suriya S.	Efficiency of steel and macro-synthetic structural fibers on the flexure-shear behaviour of prestressed concrete beams	47-55
Salehi, Hadi / Burgueno, Rigoberto	Emerging artificial intelligence methods in structural engineering	170-189
Schweigler, Michael / Bader, Thomas K. / Hochreiner, Georg	Engineering modeling of semi-rigid joints with dowel-type fasteners for nonlinear analysis of timber structures	123-139
Zhang, Bei / Chen, Hailong / Li, Ming / Zhao, Zheng / Zhou, Yinzhi / Fan, Hualin	Equivalent static load method for hierarchical stiffened composite panel subjected to blast loading	569-582
Zhou, Feng / Fang, Cheng / Chen, Yushi	Experimental and numerical studies on stainless steel tubular members under axial cyclic loading	72-85
Hammoudah, Sawsan M. W. / Chaudhary, Muhammad T. A. / Essawy, Ahmed Sherif	Experimental investigation of interface stiffness between concrete masonry infill and reinforced concrete frames	779-793
Elchalakani, Mohamed / Hassanein, M. F. / Karrech, Ali / Yang, Bo	Experimental investigation of rubberised concrete-filled double skin square tubular columns under axial compression	730-746
Lu, Xilin / Zhang, Ying / Zhang, Hongmei / Zhang, Hanshu / Xiao, Renjie	Experimental study on seismic performance of steel fiber reinforced high strength concrete composite shear walls with different steel fiber volume fractions	247-259
Li, Junhui / Wang, Yi / Deng, Jun / Jia, Yonghui	Experimental study on the flexural behaviour of notched steel beams strengthened by prestressed CFRP plate with an end plate anchorage system	29-39
Liu, Jingjing / Lam, Frank	Experimental test of coupling effect on CLT angle bracket connections	862-873
García-Barruetabeña, Jon / Cortés, Fernando	Finite elements analysis of the vibrational response of an adhesively bonded beam	94-104
Laím, Luís / Rodrigues, João Paulo C.	Fire design methodologies for cold-formed steel beams made with open and closed cross-sections	759-778
Wang, Jia-Ji / Tao, Mu-Xuan / Zhou, Meng / Nie, Xin	Force transfer mechanism in RC beams strengthened in shear by means of steel plated concrete	56-71
Kueres, Dominik / Ricker, Marcus / Classen, Martin / Hegger, Josef	Fracture kinematics of reinforced concrete slabs failing in punching	269-279
Stewart, Mark G. / Ginger, John D. / Henderson, David J. / Ryan, Paraic C.	Fragility and climate impact assessment of contemporary housing roof sheeting failure due to extreme wind	464-475
Memari, Mehrdad / Mahmoud, Hussam	Framework for a performance-based analysis of fires following earthquakes	794-805
Cho, Dae Seung / Kim, Jin-Hyeong / Choi, Tae Muk / Kim, Byung Hee / Vladimir, Nikola	Free and forced vibration analysis of arbitrarily supported rectangular plate systems with attachments and openings	1036-1046
Frigui, F. / Faye, J. P. / Martin, C. / Dalverny, O. / Peres, F. / Judenherc, S.	Global methodology for damage detection and localization in civil engineering structures	686-695
Hall, F. E. / Lombardi, D. / Bhattacharya, S.	Identification of transient vibration characteristics of pile-group models during liquefaction using wavelet transform	712-729
Lin, R. M. / Ng, T.-Y.	Identification of Volterra kernels for improved predictions of nonlinear aeroelastic vibration responses and flutter	15-28
Bao, Yu / Becker, Tracy C.	Inelastic response of base-isolated structures subjected to impact	86-93
Bocciarelli, Massimiliano / Colombi, Pierluigi / D'Antino, Tommaso / Fava, Giulia	Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading	883-893
Zheng, Yu / Zhou, Lingzhu / Xia, Lipeng / Luo, Yuanbin / Taylor, Susan E.	Investigation of the behaviour of SCC bridge deck slabs reinforced with BFRP bars under concentrated loads	500-515
Kadhim, Majid M. A. / Wu, Zhangjian / Cunningham, Lee S.	Loading rate effects on CFRP strengthened steel square hollow sections under lateral impact	874-882
Zhou, Jing / Fang, Xiaodan / Yao, Zhengqin	Mechanical behavior of a steel tube-confined high-strength concrete shear wall under combined tensile and shear loading	673-685
Zhang, Wen-Ming / Shi, Lu-yao / Li, Lin / Liu, Zhao	Methods to correct unstrained hanger lengths and cable clamps' installation positions in suspension bridges	202-213
Liu, Qinghui / Qiao, Pizhong / Lu, Linjun	Mixed mode fracture characterization of GFRP-concrete bonded interface using four-point single leg bending test	647-657
Bagheri, Abdollah / Alipour, Mohamad / Ozbulut, Osman E. / Harris, Devin K.	A nondestructive method for load rating of bridges without structural properties and plans	545-556
Li, L. Z. / Wu, Z. L. / Yu, J. T. / Wang, X. / Zhang, J. X. / Lu, Z. D.	Numerical simulation of the shear capacity of bolted side-plated RC beams	373-384
Ozbasaran, Hakan	Optimal design of I-section beam-columns with stress, non-linear deflection and stability constraints	385-394
Tomei, Valentina / Imbimbo, Maura / Mele, Elena	Optimization of structural patterns for tall buildings: The case of diagrid	280-297
Kim, Sung-Yong / Lee, Cheol-Ho	Optimum design of linear multiple tuned mass dampers subjected to white-noise base acceleration considering practical configurations	516-528
Cabrero, J. M. / Yurrita, M.	Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners	895-910
Dias, Alfredo M. P. G. / Kuhlmann, Ulrike / Kudla, Katrin / Mönch, Simon / Dias, André Manuel A.	Performance of dowel-type fasteners and notches for hybrid timber structures	40-46
Furtado, André / Rodrigues, Hugo / Arêde, António / Varum, Humberto / Grubišić, Marin / Kalman Šipoš, Tanja	Prediction of the earthquake response of a three-storey infilled RC structure	214-235
Huang, Fu-yun / Wu, Sui-wen / Luo, Xiao-ye / Chen, Bao-Chun / Lin, Youwei	Pseudo-static low cycle test on the mechanical behavior of PHC pipe piles with consideration of soil-pile interaction	992-1006
Savalle, Nathanael / Vincens, Eric / Hans, Stéphane	Pseudo-static scaled-down experiments on dry stone retaining walls: Preliminary implications for the seismic design	336-347
Hariri-Ardebili, M. A. / Seyed-Kolbadi, S. M. / Saouma, V. E. / Salamon, J. / Rajagopalan, B.	Random finite element method for the seismic analysis of gravity dams	405-420
Fathalla, Eissa / Tanaka, Yasushi / Maekawa, Koichi	Remaining fatigue life assessment of in-service road bridge decks based upon artificial neural networks	602-616
Lewandowski, Roman / Pawlak, Zdzisław	Response spectrum method for building structures with viscoelastic dampers described by fractional derivatives	1017-1026
Dou, Chao / Pi, Yong-Lin / Gao, Wei	Restraining requirements for lateral elastic-plastic buckling of columns accounting for random imperfections	260-268
Jockwer, Robert / Dietsch, Philipp	Review of design approaches and test results on brittle failure modes of connections loaded at an angle to the grain	362-372
Zampieri, Paolo / Simoncello, Nicolò / Tetougueni, Cyrille Denis / Pellegrino, Carlo	A review of methods for strengthening of masonry arches with composite materials	154-169
Xu, Fengxiang / Zhang, Xiong / Zhang, Hui	A review on functionally graded structures and materials for energy absorption	309-325
Lievens, Klaus / Lombaert, Geert / Van Nimmen, Katrien / De Roeck, Guido / van den Broeck, Peter	Robust vibration serviceability assessment of footbridges subjected to pedestrian excitation: strategy and applications	236-246
Farshchin, Mohammad / Maniat, Mohsen / Camp, Charles V. / Pezeshk, Shahram	School based optimization algorithm for design of steel frames	326-335
Xiang, Nailiang / Shahria Alam, M. / Li, Jianzhong	Shake table studies of a highway bridge model by allowing the sliding of laminated-rubber bearings with and without restraining devices	583-601
Huang, Baofeng / Lu, Wensheng / Mosalam, Khalid M.	Shaking table testing of granite cladding with undercut bolt anchorage	488-499
Zheng, Bo-Tong / El-Tahan, Mossab / Dawood, Mina	Shape memory alloy-carbon fiber reinforced polymer system for strengthening fatigue-sensitive metallic structures	190-201
Lee, Jong-Han / Cho, Baiksoon / Kim, Jae-Bong / Lee, Kun-Joon / Jung, Chi-Young	Shear capacity of cast-in headed anchors in steel fiber-reinforced concrete	421-432
Kalman Šipoš, Tanja / Rodrigues, Hugo / Grubišić, Marin	Simple design of masonry infilled reinforced concrete frames for earthquake resistance	961-981
Lim, Namyo Salim / Tan, K. H. / Lee, C. K.	A simplified model for alternate load path assessment in RC structures	696-711
Leijten, A. J. M.	Splitting of timber beams caused by perpendicular to grain forces of multiple connections	10-14
Gilio, Fernando H. S. / Vieira, Luiz C. M. / Malite, Maximiliano	Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection	658-672
Wu, Y. / Xiao, Y.	Steel and glubam hybrid space truss	140-153
Markić, Tomislav / Kaufmann, Walter / Amin, Ali	Stress field solution for strip loaded reinforced concrete blocks	911-920
Xiong, Xueyu / Yao, Gangfeng	Studies on the static behaviors of unbonded prestressed steel reinforced low-strength concrete rectangular frame beams	982-991
de Lima Araújo, Daniel / Prado, Lisiane Pereira / Silva, Erlucivânia Bueno da / El Debs, Mounir Khalil	Temporary beam-to-column connection for precast concrete frame assembly	529-544
Couchaux, Maël / Hjiaj, Mohammed / Ryan, Ivor / Bureau, Alain	Tensile resistances of bolted circular flange connections	817-841
Wu, Chao / He, Li / Ghafoori, Elyas / Zhao, Xiao-Ling	Torsional strengthening of steel circular hollow sections (CHS) using CFRP composites	806-816
Yang, Jun-Mo / Kim, Jin-Kook / Yoo, Doo-Yeol	Transfer length in full-scale pretensioned concrete beams with 1.4 m and 2.4 m section depths	433-444

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Datenseite
IssueID
17317
Veröffentlicht am:
01.12.2018
Geändert am:
30.06.2019

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Engineering Structures - September 2018

Artikel in dieser Ausgabe

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Engineering Structures - September 2018

Artikel in dieser Ausgabe

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