Este documento analiza los efectos de la posmodernidad sobre las iglesias evangélicas latinoamericanas. Explica que la modernidad, el paradigma dominante desde el Renacimiento, está en decadencia y siendo reemplazado por la posmodernidad. Luego describe dos efectos principales de la posmodernidad sobre las iglesias: 1) Cuestiona la forma tradicional de ser e interactuar de las iglesias. 2) Da lugar a una nueva espiritualidad más individualista y subjetiva. El documento concluye que las iglesias deben ver la posmodern
push-over analysis technique
for performance-based design of building frameworks subject to earthquake loading.
The technique is based on the conventional displacement method of elastic analysis.
Through the use of a ‘plasticity-factor’ that measures the degree of plasticization
the standard elastic and geometric stiffness matrices for frame elements (beams, columns, etc.)
are progressively modified to account for nonlinear elastic–plastic behavior
under constant gravity loads and incrementally increasing lateral loads.
The behavior model accounts for material inelasticity due to both single and combined stress states, and provides the ability to monitor the progressive plasticization of frame elements and structural systems under increasing intensity of earthquake ground motion
Este documento analiza los efectos de la posmodernidad sobre las iglesias evangélicas latinoamericanas. Explica que la modernidad, el paradigma dominante desde el Renacimiento, está en decadencia y siendo reemplazado por la posmodernidad. Luego describe dos efectos principales de la posmodernidad sobre las iglesias: 1) Cuestiona la forma tradicional de ser e interactuar de las iglesias. 2) Da lugar a una nueva espiritualidad más individualista y subjetiva. El documento concluye que las iglesias deben ver la posmodern
push-over analysis technique
for performance-based design of building frameworks subject to earthquake loading.
The technique is based on the conventional displacement method of elastic analysis.
Through the use of a ‘plasticity-factor’ that measures the degree of plasticization
the standard elastic and geometric stiffness matrices for frame elements (beams, columns, etc.)
are progressively modified to account for nonlinear elastic–plastic behavior
under constant gravity loads and incrementally increasing lateral loads.
The behavior model accounts for material inelasticity due to both single and combined stress states, and provides the ability to monitor the progressive plasticization of frame elements and structural systems under increasing intensity of earthquake ground motion