Zobrazeno 1 - 5
of 5
pro vyhledávání: '"J P Moehle"'
Publikováno v:
Journal of Structural Engineering. 122:218-220
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10f6e9d80f5269c986528a1d8d832bc0
https://doi.org/10.1061/(asce)0733-9445(1996)122:2(218)
https://doi.org/10.1061/(asce)0733-9445(1996)122:2(218)
Publikováno v:
SP-187: Seismic Response of Concrete Bridges.
A program of field and laboratory tests to study the seismic response of reinforced-concrete double-deck bridge structures has been conducted at the University of California, Berkeley. The research was prompted by the poor performance of these struct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c927a0972473db9c9a0fd4ee0f54afc2
https://doi.org/10.14359/5601
https://doi.org/10.14359/5601
Autor:
J P Moehle
Publikováno v:
SP-162: Mete A Sozen Symposium...A Tribute From His Students.
Design algorithms expressed in current building codes and practiced in design offices focus attention on earthquake induced lateral forces, and away from earthquake induced lateral displacements. These procedures have led to development of structural
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2285956fadba2b88a7b222eb471a7378
https://doi.org/10.14359/1509
https://doi.org/10.14359/1509
Publikováno v:
SP-162: Mete A Sozen Symposium...A Tribute From His Students.
Following the strong earthquake in Chile on March 3, 1985, an intensive study was conducted to ascertain why the large inventory of moderate rise buildings in the coastal city of Vina del Mar performed so well during the earthquake. The major finding
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::34dc1d0856757e98a4244926122e5167
https://doi.org/10.14359/1523
https://doi.org/10.14359/1523
Publikováno v:
ACI Structural Journal. 88
The paper proposes a method for determining tension anchorage lengths that involves a single, simple expression for basic development length that is a function of bar diameter, reinforcement yield stress, and concrete strength. The basic development
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::12504d29f4404c20e6be414f0772b2cd
https://doi.org/10.14359/2724
https://doi.org/10.14359/2724