Канал: hossam ahmed

CH 8.3 shear buildings

CH 8.3 shear buildings

CH 8 2 systems with distributed mass and elasticity

CH 8 2 systems with distributed mass and elasticity

CH .8.1 GENERALIZED SINGLE DEGREE OF FREEDOM

CH .8.1 GENERALIZED SINGLE DEGREE OF FREEDOM

CH 7.5 EFFECT OF GRAVITY LOADS (P DELTA EFFECT )

CH 7.5 EFFECT OF GRAVITY LOADS (P DELTA EFFECT )

CH 7.4 Relation between ductility and reduction factor

CH 7.4 Relation between ductility and reduction factor

CH 7.3 THE ELASTOPLASTIC RELATION AND YIELDING EFFECT+SAP2000 EXAMPLE

CH 7.3 THE ELASTOPLASTIC RELATION AND YIELDING EFFECT+SAP2000 EXAMPLE

CH 7-02 STRENGTH BASED DESIGN USING ELASTIC VS INELASTIC

CH 7-02 STRENGTH BASED DESIGN USING ELASTIC VS INELASTIC

CH7 01 INTRODUCTION TO INELASTIC SYSTEM

CH7 01 INTRODUCTION TO INELASTIC SYSTEM

CH6-04 ELASTIC DESIGN RESPONCE

CH6-04 ELASTIC DESIGN RESPONCE

CH6-03 Characteristic of response spectrum + sap model

CH6-03 Characteristic of response spectrum + sap model

CH 6-02 RESPONCE SPECTRUM CONCEPT ,PSEUDO VELOCITY&ACCELRATION

CH 6-02 RESPONCE SPECTRUM CONCEPT ,PSEUDO VELOCITY&ACCELRATION

CH6 .1 TIME HISTORY ANALYSIS + SAP2000 EXAMPLE

CH6 .1 TIME HISTORY ANALYSIS + SAP2000 EXAMPLE

CH5-04 NON-LINEAR SYSTEM (NEWMARK NONLINEAR METHOD )

CH5-04 NON-LINEAR SYSTEM (NEWMARK NONLINEAR METHOD )

CH5-03 NEWMARK METHOD +SAP EXAMLE

CH5-03 NEWMARK METHOD +SAP EXAMLE

CH05-2 CENTRAL DIFFERENCE METHOD

CH05-2 CENTRAL DIFFERENCE METHOD

CH05-1 NUMERICAL METHOD INTERPOLATION OF EXITATION

CH05-1 NUMERICAL METHOD INTERPOLATION OF EXITATION

CH4-05 HALF CYCLE AND TRIANGULAR PULSE FORCE

CH4-05 HALF CYCLE AND TRIANGULAR PULSE FORCE

CH04-04 RECTANGULAR PALSE SAP 2000 EXAMPLE

CH04-04 RECTANGULAR PALSE SAP 2000 EXAMPLE

ch4-03 (rectangular pulse force )

ch4-03 (rectangular pulse force )

CH04.2 ( STEP&RAMP FORCE)

CH04.2 ( STEP&RAMP FORCE)

CH04-1 DUHAMEL INTEGRAL

CH04-1 DUHAMEL INTEGRAL

CH03.6 PERIODIC EXITATION (FOURIER SERIES )

CH03.6 PERIODIC EXITATION (FOURIER SERIES )

CH 03.5 ENERGY DISSIPATION (VISCOUS-HYSTERETIC -COULOMB ) DAMPING

CH 03.5 ENERGY DISSIPATION (VISCOUS-HYSTERETIC -COULOMB ) DAMPING

CH 03 .4 TRANSMISSIBILITY +SAP EXAMPLE

CH 03 .4 TRANSMISSIBILITY +SAP EXAMPLE

ch 03.3 DYNAMIC RESPONCE FACTOR ( RA,RV,RA )

ch 03.3 DYNAMIC RESPONCE FACTOR ( RA,RV,RA )

CH 03.2 DAMPED FORCED VIBRATION +SAP2000 EXAMPLE

CH 03.2 DAMPED FORCED VIBRATION +SAP2000 EXAMPLE

CH 03.1 UNDAMPED FORCED VIBRATION

CH 03.1 UNDAMPED FORCED VIBRATION

CH 02.2 DAMPED FREE VIBRATION

CH 02.2 DAMPED FREE VIBRATION

CH 02.1 UNDAMPED FREE VIBRATION + SAP2000 EXAMPLE

CH 02.1 UNDAMPED FREE VIBRATION + SAP2000 EXAMPLE

CH 01- 2 Equation of motion

CH 01- 2 Equation of motion

Ch 01.1

Ch 01.1

Introduction to dynamic analysis of structure ديناميكا المشأت

Introduction to dynamic analysis of structure ديناميكا المشأت