Engineering Structures - November 2016

Erschienen:	November 2016

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Brodersen, Mark Laier / Ou, Ge / Høgsberg, Jan / Dyke, Shirley	Analysis of hybrid viscous damper by real time hybrid simulations	675-688
Elansary, Ahmed A. / El Damatty, Ashraf A. / El Ansary, Ayman M.	Assessment of equivalent cylinder method and development of charts for analysis of concrete conical tanks	27-39
Dong, C. X. / Kwan, A. K. H. / Ho, J. C. M.	Axial and lateral stress-strain model for concrete-filled steel tubes with FRP jackets	365-378
Tinini, Andrea / Minelli, Fausto / Belletti, Beatrice / Scolari, Matteo	Biaxial shear in RC square beams: Experimental, numerical and analytical program	469-480
Sung, Yu-Chi / Lin, Tzu-Kang / Chiu, Yi-Tsung / Chang, Kuo-Chun / Chen, Kuo-Long / Chang, Chung-Ching	A bridge safety monitoring system for prestressed composite box-girder bridges with corrugated steel webs based on in-situ loading experiments and a long-term monitoring database	571-585
Avila-Sanchez, S. / Lopez-Garcia, O. / Cuerva, A. / Meseguer, J.	Characterisation of cross-flow above a railway bridge equipped with solid windbreaks	133-146
Speicher, Matthew S. / Harris, John L.	Collapse prevention seismic performance assessment of new special concentrically braced frames using ASCE 41	652-666
Casapulla, C. / Argiento, L. U.	The comparative role of friction in local out-of-plane mechanisms of masonry buildings. Pushover analysis and experimental investigation	158-173
Bai, Fengtao / Davidson, James S.	Composite beam theory for pretensioned concrete structures with solutions to transfer length and immediate prestress losses	739-758
Kwan, A. K. H. / Ma, F. J.	Crack width analysis of reinforced concrete under direct tension by finite element method and crack queuing algorithm	618-627
Xu, Li-Yan / Nie, Xin / Fan, Jian-Sheng	Cyclic behaviour of low-yield-point steel shear panel dampers	391-404
Cheng, Shanshan / Becque, Jurgen	A design methodology for side wall failure of RHS truss X-joints accounting for compressive chord pre-load	689-702
Chakraborty, Sanjukta / Roy, Koushik / Ray-Chaudhuri, Samit	Design of re-centering spring for flat sliding base isolation system: Theory and a numerical study	66-77
Ning, Ning / Qu, Wenjun / Ma, Zhongguo John	Design recommendations for achieving "strong column-weak beam" in RC frames	343-352
Çaktı, Eser / Saygılı, Özden / Lemos, José V. / Oliveira, Carlos S.	Discrete element modeling of a scaled masonry structure and its validation	224-236
Van Lancker, Bert / Dispersyn, Jonas / De Corte, Wouter / Belis, Jan	Durability of adhesive glass-metal connections for structural applications	237-251
Castellaro, Silvia / Perricone, Luigi / Bartolomei, Marco / Isani, Stefano	Dynamic characterization of the Eiffel tower	628-640
Álamo, Guillermo M. / Martínez-Castro, Alejandro E. / Padrón, Luis A. / Aznárez, Juan J. / Gallego, Rafael / Maeso, Orlando	Efficient numerical model for the computation of impedance functions of inclined pile groups in layered soils	379-390
Guo, Yan-Lin / Fu, Peng-Peng / Zhou, Peng / Tong, Jing-Zhong	Elastic buckling and load resistance of a single cross-arm pre-tensioned cable stayed buckling-restrained brace	516-530
Xia, Miao / Cai, C. S. / Pan, Fang / Yu, Yang	Estimation of extreme structural response distributions for mean recurrence intervals based on short-term monitoring	121-132
Gade, Vamsi Prasad / Sahoo, Dipti Ranjan	Evaluation of collapse-resistance of special truss moment frames as per FEMAp695 approach	505-515
Ma, Huihuan / Ren, Shan / Fan, Feng	Experimental and numerical research on a new semi-rigid joint for single-layer reticulated structures	725-738
Xiong, Gang / Kang, Shao-Bo / Yang, Bo / Wang, Saibo / Bai, Jubo / Nie, Shidong / Hu, Ying / Dai, Guoxin	Experimental and numerical studies on lateral torsional buckling of welded Q460GJ structural steel beams	1-14
Hou, Hetao / Liu, Xiang / Qu, Bing / Ma, Tianxiang / Liu, Haining / Feng, Mingyuan / Zhang, Bo	Experimental evaluation of flexural behavior of composite beams with cast-in-place concrete slabs on precast prestressed concrete decks	405-416
Ma, Jia-Lin / Chan, Tak-Ming / Young, Ben	Experimental investigation of cold-formed high strength steel tubular beams	200-209
Ramírez, Pablo / Sandoval, Cristián / Almazán, José Luis	Experimental study on in-plane cyclic response of partially grouted reinforced concrete masonry shear walls	598-617
Niwa, Junichiro / Matsumoto, Koji / Sato, Yuji / Yamada, Masahiko / Yamauchi, Takahiro	Experimental study on shear behavior of the interface between old and new deck slabs	278-291
Polanco, Néstor R. / May, Geoffrey / Hernandez, Eric M.	Finite element model updating of semi-composite bridge decks using operational acceleration measurements	264-277
Pirmoz, Akbar / Liu, Min (Max)	Finite element modeling and capacity analysis of post-tensioned steel frames against progressive collapse	446-456
Siahaan, Ropalin / Keerthan, Poologanathan / Mahendran, Mahen	Finite element modeling of rivet fastened rectangular hollow flange channel beams subject to local buckling	311-327
Xing, Guohua / Ozbulut, Osman E.	Flexural performance of concrete beams reinforced with aluminum alloy bars	53-65
Bennegadi, M. L. / Hadjazi, K. / Sereir, Z. / Amziane, S. / El Mahi, B.	General cohesive zone model for prediction of interfacial stresses induced by intermediate flexural crack of FRP-plated RC beams	147-157
Zhang, H. / Wang, C. M. / Ruocco, E. / Challamel, N.	Hencky bar-chain model for buckling and vibration analyses of non-uniform beams on variable elastic foundation	252-263
Park, Yeong-Seong / Lee, Yong-Hak	Incremental model formulation of age-dependent concrete character and its application	328-342
Ou, Yu-Chen / Nguyen, Nguyen Dang	Influences of location of reinforcement corrosion on seismic performance of corroded reinforced concrete beams	210-223
Hessabi, Reza Mirza / Mercan, Oya	Investigations of the application of gyro-mass dampers with various types of supplemental dampers for vibration control of building structures	174-186
Chen, Gengbo / Zhang, Hao / Rasmussen, Kim J. R. / Fan, Feng	Modeling geometric imperfections for reticulated shell structures using random field theory	481-489
Xu, Tengfei / Castel, Arnaud / Gilbert, R. Ian / Murray, Angus	Modeling the tensile steel reinforcement strain in RC-beams subjected to cycles of loading and unloading	92-105
Amini, Mohamad Amin / Poursha, Mehdi	A non-adaptive displacement-based pushover procedure for the nonlinear static analysis of tall building frames	586-597
Mazza, Fabio	Nonlinear seismic analysis of r.c. framed buildings with setbacks retrofitted by damped braces	559-570
Alam, Md Iftekharul / Fawzia, Sabrina / Zhao, Xiao-Ling	Numerical investigation of CFRP strengthened full scale CFST columns subjected to vehicular impact	292-310
Eddy, Liyanto / Nagai, Kohei	Numerical simulation of beam-column knee joints with mechanical anchorages by 3D rigid body spring model	547-558
Ohsaki, Makoto / Tsuda, Seita / Hasegawa, Toma	Parameter optimization of tetrahedral tuned mass damper for three-directional seismic response reduction	667-674
Zhang, Zili / Staino, Andrea / Basu, Biswajit / Nielsen, Søren R. K.	Performance evaluation of full-scale tuned liquid dampers (TLDs) for vibration control of large wind turbines using real-time hybrid testing	417-431
Imjai, Thanongsak / Guadagnini, Maurizio / Garcia, Reyes / Pilakoutas, Kypros	A practical method for determining shear crack induced deformation in FRP RC beams	353-364
Sun, Bo / Gardoni, Paolo / Xiao, Rucheng	Probabilistic aerostability capacity models and fragility estimates for cable-stayed bridge decks based on wind tunnel test data	106-120
Salcher, P. / Pradlwarter, H. / Adam, C.	Reliability assessment of railway bridges subjected to high-speed trains considering the effects of seasonal temperature changes	712-724
Faroz, Sharvil Alex / Pujari, Nikil N. / Ghosh, Siddhartha	Reliability of a corroded RC beam based on Bayesian updating of the corrosion model	457-468
Miguel, Leandro F. F. / Lopez, Rafael H. / Torii, André J. / Miguel, Letícia F. F. / Beck, André T.	Robust design optimization of TMDs in vehicle–bridge coupled vibration problems	703-711
Parghi, Anant / Shahria Alam, M.	Seismic behavior of deficient reinforced concrete bridge piers confined with FRP – A fractional factorial analysis	531-546
Mekki, M. / Elachachi, S. M. / Breysse, D. / Zoutat, M.	Seismic behavior of R.C. structures including soil-structure interaction and soil variability effects	15-26
Liang, Xing-Wen / Wang, Ying-jun / Tao, Yi / Deng, Ming-ke	Seismic performance of fiber-reinforced concrete interior beam-column joints	432-445
Choi, Kyoung-Kyu / Truong, Gia Toai / Kim, Jong-Chan	Seismic performance of lightly shear reinforced RC columns	490-504
Xu, Chengshun / Jin, Liu / Ding, Zixing / Li, Dong / Du, Xiuli	Size effect tests of high-strength RC columns under eccentric loading	78-91
Murray, Angus / Castel, Arnaud / Gilbert, Raymond Ian / Chang, Zhen-Tian	Time-dependent changes in the instantaneous stiffness of reinforced concrete beams	641-651
Al-Sabah, A. Salam / Laefer, Debra F.	Use of negative stiffness in failure analysis of concrete beams	187-199
Svedholm, C. / Zangeneh, A. / Pacoste, C. / François, S. / Karoumi, R.	Vibration of damped uniform beams with general end conditions under moving loads	40-52

Über diese
Datenseite
IssueID
17955
Veröffentlicht am:
04.12.2018
Geändert am:
30.06.2019

Anzeige

Structurae kooperiert mit

International Association for Bridge and Structural Engineering (IABSE)

Anzeige

Engineering Structures - November 2016

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 2016

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.