01. INTRODUCTION Flashcards

1
Q

The prediction of the performance of a given structure under prescribed loads and/or other external effects

A

STRUCTURAL ANALYSIS

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2
Q

(2) Examples of External Effects

A

(1) SUPPORT MOVEMENT
(2) TEMPERATURE CHANGE

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3
Q

(3) Common Performance Characteristics in Design of Structures

A

(1) STRESSES/STRESS RESULTANT
(2) DEFLECTIONS
(3) SUPPORT REACTIONS

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4
Q

(3) Examples of Stresses/Stress Resultant

A

(1) AXIAL FORCES
(2) SHEAR FORCES
(3) BENDING MOMENT

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5
Q

Structures were designed by trial and error using rule of thumb based on past experience

A

DAWN OF HISTORY

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6
Q

Engineers began applying Mechanics (Math and Science) in designing structures

A

MID 17TH CENTURY

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7
Q

(6) Examples of Magnificent Structures

A

(1) EGYPTIAN PYRAMIDS
(2) PARTHENON
(3) TEMPLE OF POSEIDON
(4) ROMAN COLISEUM
(5) ROMAN AQUEDUCTS
(6) GOTHIC CATHEDRAL

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8
Q

Considered as the originator of the theory of structures; The Book: Two New Sciences (1638); Analytical principles of mechanics and strength of materials

A

GALILEO GALILEI

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9
Q

Developed the law of linear relationship between the force and the deformation of materials (Hooke’s Law)

A

ROBERT HOOKE

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10
Q

Formulated the laws of motion and developed calculus (foundational mechanics)

A

ISAAC NEWTON

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11
Q

Formulated the principle of virtual work

A

JOHN BERNLOULLI

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12
Q

Developed the theory of buckling columns

A

LEONHARD EULER

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12
Q

Presented the analysis of elastic bending of beams

A

CHARLES AGUSTIN DE COULOMB

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12
Q

Published a treatise on elastic behavior of structures in 1826

A

CLAUDE LOUIS MARIE HENRI NAVIER

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12
Q

Formulated the three-moment equation for the analysis of continuous beams

A

B.P. CLAPEYRON

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13
Q

Presented the method of consistent deformations and the law reciprocal deflections

A

JAMES CLERK MAXWELL

13
Q

Developed the conjugate beam method for calculation of deflection and Mohr’s circle of stress and strain

14
Q

Formulated the theorem of least work

A

ALBERTO CASTIGLIANO

15
Q

Developed the area moment method

A

C.E. GREENE

16
Q

Presented a principle for constructing an influence line

A

HEINRICH MULLER-BRESLAU

17
Q

Developed the slope deflection method (the precursor of matrix stiffness method)

A

GEORGE A. MANEY

18
Q

Developed the moment distribution method

A

HARDY CROSS

19
Q

Development of the revolutionized structural analysis using computers; Solve large systems of simultaneous equations

19
Q

An integral part of any structural engineering project, its function being the prediction of the performance of the proposed structure

A

STRUCTURAL ANALYSIS

19
The science and art of planning, designing and constructing safe and economical structures that will serve their intended purposes
STRUCTURAL ENGINEERING
19
(8) Contributors on the current computer method on structural analysis
(1) J.H. ARGYRIS (2) R.W. CLOUGH (3) S. KELSEY (4) E.L. WILSON (5) R.K. LIVESLEY (6) H.C. MARTIN (7) M.T. TURNER (8) O.C. ZIENKIEWICZ
20
Phase of a typical structural engineering project
(1) PLANNING PHASE (2) PRELIMINARY STRUCTURAL DESIGN (3) ESTIMATION OF LOADS (4) STRUCTURAL ANALYSIS (5) SATISFACTION (5A) NO; REVISE STRUCTURAL DESIGN (5B) YES; NEXT PHASE (6) CONSTRUCTION PHASE