Seismic design masonry structures (8 résultats)

Soft cover. Etat : New. Language:Chinese.Author:BEN SHE.YI MING.Binding:Soft cover.Publisher. Wuhan University of Technology Press; 1 (2004 Ju.

Taschenbuch. Etat : Neu. Vulnerability of Reinforced Masonry Structures in Seismic Regions | An Experimental and Analytical Evaluation of Current Masonry Design Codes | Ehsan Minaie | Taschenbuch | Englisch | VDM Verlag Dr. Müller | EAN 9783639213171 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.…

Hardcover. Etat : New. Language:Chinese.Author:BEN SHE.YI MING.Binding:HardCover.Publisher:China Building Industry Press; 1st Edition.

paperback. Etat : New. Paperback. Pages Number: 493 Language: Chinese. Publisher: China Building Industry Press Pub. Date :2011-02-01. reinforced concrete and masonry structures seismic design. describes how to make the system of reinforced concrete and masonry structure with sufficient ductility deformation ability to form a viable organization to meet the seismic plastic seismic response under the action. and to put forward the concept of a quantitative-based capacity design for seismic design. reinforced concret.…

paperback. Etat : Good. Good. Dust Jacket NOT present. CD WILL BE MISSING. . SHIPS FROM MULTIPLE LOCATIONS. book.

paperback. Etat : New. Language:Chinese.

Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The overarching goal of the research presented herein is to establish the key behavior mechanisms and seismic vulnerabilities of reinforced masonry (RM) shear walls. Currently, there are knowledge gaps related to partially grouted masonry shear walls, regarding their failure mechanisms, applicability of current code provisions to PG walls, and influence of bidirectional loading on the behavior of such walls. To bridge these gaps a research program that integrated both experimental and analytical approaches was conducted and reported in this book. Results from this study indicated that out-of-plane drifts corresponding to the collapse prevention limit state may reduce the in-plane capacity of PG walls by more than 20%. Although the capacity of PG walls is influenced by out-of-plane drifts, their hysteretic responses, and in particular, energy dissipation and ductility capacities remain nearly unchanged. As a result, the seismic response of PG masonry walls is likely only nominally affected by bi-directional ground motions.…

Paperback. Etat : Brand New. 288 pages. 8.66x5.91x0.65 inches. In Stock. This item is printed on demand.