Results 121 to 130 of about 442 (179)

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

Response reduction factor of irregular RC buildings in Kathmandu valley

Most current seismic design includes the nonlinear response of a structure through a response reduction factor (R). This allows the designer to use a linear elastic force-based approach while accounting for nonlinear behavior and deformation limits. In
Chaulagain, Hemchandra, Varum, Humberto, Rodrigues, Hugo, Guragain, Ramesh, Spacone, Enrico, Mallik, Radhakrishna   +5 more
core   +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

Evaluasi faktor overstrength kolom dalam sni 03-2847-02 pada bangunan tidak beraturan dengan vertical set-back 50% yang direncanakan sebagai sistem rangka penahan momen khusus (srpmk) di wilayah 6 peta gempa indonesia

, 2009
Peraturan Beton Indonesia yang baru, SNI 0328472002 [1], telah diterbitkan untuk menggantikan SNI 0328471992 dengan beberapa perubahan. Salah satu perubahan tersebut adalah pada faktor pembesaran jumlah momen nominal kolom terhadap balok (overstrength ...
Subyanto, Leonardo, Sugianto, Ferry
core  

Computational Design of High-Performance U-Shaped Seismic Dampers Using Statistical Optimization. [PDF]

Materials (Basel)
Ríos I, Gómez Á, Romero F, Salas A, Oñate A, Lanziotti C, Toro SA, Duchêne L, Tuninetti V.   +8 more
europepmc   +1 more source

Assessment of Performance-Based Seismic Design Methods in ASCE 41 for New Steel Buildings: Special Moment Frames. [PDF]

Earthq Spectra, 2018
Harris J, Speichera M.
europepmc   +1 more source

Kinerja struktur beton tidak beraturan yang direncanakan sebagai sistem rangka pemikul momen khusus menurut SNI 03-2847-2002 studi kasus: bangunan dengan coakan sudut 40% pada wilayah 2 peta gempa indonesia

, 2009
Ada perubahan Peraturan Beton Indonesia dari SNI 03-2847-1992 menjadi SNI 03-2847-2002. Dalam peraturan beton yang baru terdapat perubahan yang cukup signifikan yaitu pada faktor pembesaran jumlah momen nominal kolom terhadap jumlah momen nominal balok ...
Budiono, Steven Pranoto, Iskandar, Veendy   +1 more
core  

Numerical analysis and design methodology for steel frames with fuse system. [PDF]

Sci Rep
Peng X, Wang Z, Lin C, Sun D, Lu S, Wen T.   +5 more
europepmc   +1 more source

Probabilistic seismic demand assessment of special truss moment frames with Vierendeel panels under geometric variations. [PDF]

Sci Rep
Yahyaabadi A, Gholami M, Garivani S.
europepmc   +1 more source