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The Structural Design of Tall and Special Buildings - v. 17, n. 3 (septembre 2008)

Publié:	septembre 2008

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Seo, Ji Hyun / Song, Weon-Keun / Kwon, Yun Han / Hong, Kappyo / Seon Park, Hyo	Drift design model for high-rise buildings based on resizing algorithm with a weight control factor	563-578
Galal, K. / Naimi, M.	Effect of soil conditions on the response of reinforced concrete tall structures to near-fault earthquakes	541-562
You, Ki-Pyo / Kim, Young-Moon / Ko, Nag-Ho	The evaluation of wind-induced vibration responses to a tapered tall building	655-667
Georgoussis, George K.	Modal ductility factors of one-story inelastic structures with simple eccentricity	635-653
Georgoussis, George K.	Optimum design of multistory uniform structures with simple eccentricity	719-738
Kalkan, Erol / Yüksel, S. Bahadir	Pros and cons of multistory RC tunnel-form (box-type) buildings	601-617
McNamara, Robert J.	Robert J. McNamara, SE, FASCE	493-512
Klemencic, Ron	Ron Klemencic, P.E., S.E.	513-540
Hoenderkamp, J. C. D.	Second outrigger at optimum location on high-rise shear wall	619-634
Yüksel, S. Bahadir	Slit-connected coupling beams for tunnel-form building structures	579-600
Kim, Y. C. / Kanda, J.	Wind response characteristics for habitability of tall buildings in Japan	683-718
Kim, Young-Moon / You, Ki-Pyo / Kim, Han-Young	Wind-induced excitation control of a tall building with tuned mass dampers	669-682

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IssueID
12123
Publié(e) le:
19.10.2018
Modifié(e) le:
01.07.2019

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