Results 111 to 120 of about 855 (200)

The Potential of CEB Reinforced Masonry Technology for (Re)construction in the Context of Disasters. [PDF]

Materials (Basel), 2020
Di Gregorio L, Guimarães G, Tenório M, Lima D, Haddad A, Danziger F, Jannuzzi G, Santos S, Lima S.   +8 more
europepmc   +1 more source

Evaluation of overstrength-based interaction checks for columns in steel moment frames

A study is presented to examine the implications of this guidance, which disregards the column interaction check (including both axial force and moment) under overstrength seismic loads.
Elkady, Ahmed, Lignos, Dimitrios, Kanvinde, Amit, Falborski, Tomasz, Murtas, Greta   +4 more
core   +1 more source

Seismic performance of weak-axis steel beam-to-column connections with a T-adapter. [PDF]

Sci Rep
Yılmaz O.
europepmc   +1 more source

Comparative seismic performance of steel EBF shear links frame designed to IS 18168:2023 using force-based and direct displacement method. [PDF]

Sci Rep
Rc B, Emani VV, Batah A, Suleiman MF, Sharma R, Rani V, Vyas R, Ansari A, Mandhaniya P, Alluqmani AE, Shirkol AI.   +10 more
europepmc   +1 more source

Evaluasi overstrength factor kolom untuk SRPMK menururt SNI 03-2847-2002 studi kasus: bangunan 5 bentang wilayah 6 peta gempa Indonesia

, 2007
SNI 03-2847-2002 diterbitkan untuk menggantikan SNI 03-2847-1992 dengan disertai beberapa perubahan. Salah satu perubahan yang cukup signifikan adalah pada faktor pembesaran jumlah momen nominal kolom terhadap jumlah momen nominal balok (overstrength ...
S, Stephanus Rudolf, Kusardi, Erick Kristanto   +1 more
core  

Seismic performance and cost comparison of RC moment resisting and dual frames using UBC 97 and IBC 2021. [PDF]

Sci Rep
Shakeel S, Khan SH, Saqib SA, Khan MA, Moiz MA.   +4 more
europepmc   +1 more source

A Dissipative Connector for CLT Buildings: Concept, Design and Testing. [PDF]

Materials (Basel), 2016
Scotta R, Marchi L, Trutalli D, Pozza L.
europepmc   +1 more source

Probabilistic modelling of material properties based on structural design and testing standards and its impact on the assessment of structural service life. [PDF]

Sci Rep
Faghfouri S, Feiri T, Ricker M, Strauss A.   +3 more
europepmc   +1 more source

Centrifuge modeling of rocking-isolated inelastic RC bridge piers. [PDF]

Earthq Eng Struct Dyn, 2014
Loli M, Knappett JA, Brown MJ, Anastasopoulos I, Gazetas G.   +4 more
europepmc   +1 more source

Seismic performance of the replaceable steel links with different short length ratios. [PDF]

Sci Rep
Xiong L, Guo Z, Cai J, Jiang K, Li L.
europepmc   +1 more source