// -------------------------------------------------------
// move down
// -------------------------------------------------------
bool Grid::moveDown() {
if (_limit == 0) {
return false;
}
// FIXME: check if we can even move down
ds::SID ids[256];
int num = _world->find_by_type(OT_BRICK, ids, 256);
Vector2i gp;
for (int i = 0; i < num; ++i) {
v2 p = _world->getPosition(ids[i]);
if (convertToGrid(p, &gp)) {
_board[gp.x][gp.y] = ds::INVALID_SID;
_board[gp.x][gp.y - 1] = ids[i];
if (gp.y - 1 < 0) {
// game over
}
else {
_world->scaleTo(ids[i], v2(0.7f, 0.7f), v2(1, 1), 0.4f, 0, tweening::easeInOutQuad);
_world->moveTo(ids[i], p, v2(p.x, p.y - GDY), 0.4f, 0, tweening::easeInOutQuad);
}
}
}
findLimit();
num = _world->find_by_type(OT_NEW_BRICK, ids, 256);
for (int i = 0; i < num; ++i) {
v2 p = _world->getPosition(ids[i]);
gp.y = 0;
gp.x = (p.x - GSX) / GDX;
int r = -1;
for (int j = GMY - 1; j >= 0; --j) {
if (r == -1 && _board[gp.x][j] != ds::INVALID_SID) {
r = j;
}
}
r += 1;
if (r == -1) {
r = _limit;
}
if (r < _limit) {
r = _limit;
}
LOG << "p.x " << gp.x << " r " << r;
_board[gp.x][r] = ids[i];
_world->setType(ids[i], OT_BRICK);
_world->attachBoxCollider(ids[i], OT_BRICK, 0);
v2 np;
if (convertFromGrid(gp.x, r, &np)) {
_world->moveTo(ids[i], p, np, 0.4f, 0, tweening::easeInOutQuad);
}
}
return true;
//debug();
}
template<> QList<dpoint> Spirals<dpoint>::findSpiralCliffs(ListCopyable<dpoint> toBeProcessed){
ListCopyable<dpoint> forward = ListCopyable<dpoint>(toBeProcessed);
//qreal frontSpiral= toBeProcessed.measureSpiral();
//debug()<<"Forward Spiral Size is: "<<frontSpiral;
qreal limit = findLimit(toBeProcessed);
debug()<<"Limit from forward analysis is: "<<limit;
// TODO
//this should be a copy!
Analyzer<dpoint> reversed = Analyzer<dpoint>(toBeProcessed);
//reversed.tripletFilters();
reversed.reverseOrder();
//qreal backSpiral= reversed.measureSpiral();
//debug()<<"Backward Spiral Size is: "<<backSpiral;
ListCopyable<dpoint> backward = ListCopyable<dpoint>(reversed);
qreal backLimit = findLimit(backward);
debug()<<"Limit from backward analysis is: "<<backLimit;
//if (static_cast<int>(frontSpiral)!=static_cast<int>(backSpiral)){
//throw "ShapeMatcher::process: spiral-size front/back not equal";
//}
// change: use reference?
QList<dpoint>* cliffs = new QList<dpoint>;
if (limit!=backLimit){
debug()<< "ShapeMatcher::process: different limits found, using larger";
if (backLimit>limit){
*cliffs = findAreas(backward,backLimit);
//if (cliffs->size()>0){
Calculator<dpoint> calc = Calculator<dpoint>(*cliffs);
calc.reverse();
*cliffs = calc;
//}
} else {
*cliffs = findAreas(forward,limit);
}
} else {
debug()<<"******************* findAreas::Main **********************";
*cliffs = findAreas(forward,limit);
}
return *cliffs;
}
int
RotationShearCurve::checkElementState(double springForce)
{
double shearForce = fabs(springForce);
getElemForces();
const Vector &dispI = theNodeI->getTrialDisp();
const Vector &dispJ = theNodeJ->getTrialDisp();
double rotDef = fabs(dispJ(rotAxis-1) - dispI(rotAxis-1));
if (stateFlag == 0)
{
if (Vn == 0.0) {
double ShearForceLimit = findCritLimit(shearForce, M);
if(shearForce >= ShearForceLimit) {
stateFlag = 1;
setDegSlope(shearForce);
}
}
else if (Vn > 0.0) {
if (shearForce >= Vn) {
stateFlag = 1;
setDegSlope(shearForce);
}
}
if (defType == 0) {
if (rotDef >= rotLim) {
stateFlag = 1;
setDegSlope(shearForce);
}
} else {
double shearRotLimit = findLimit(shearForce);
if ((rotDef >= shearRotLimit) && (rotDef >= thetaMin)) {
stateFlag = 1;
setDegSlope(shearForce);
}
}
}
else
{
stateFlag = 2;
}
return stateFlag;
}
void makeMove(player you, rackRef yourRack, Trie dictionary) {
strncpy(myRack, yourRack, RACK_SIZE+1);
me = you;
bestScore = INITIAL;
dict = dictionary;
word emptyWord = {INVALID_LETTER};
word startingPartialWord = {INVALID_LETTER};
int i, j;
direction d;
for(d=HORIZONTAL;d<=VERTICAL;d++) {
D("DIRECTION: %d\n",d);
findAnchors(d);
for(i=0;i<BOARD_SIZE;i++) {
for(j=0;j<BOARD_SIZE;j++){
strncpy(startingPartialWord, emptyWord, BOARD_SIZE);
if(anchors[i][j]) {
// if(getCell(i,j) != INVALID_LETTER) {
D("finding word from (%d,%d)\n",i,j);
int limit = findLimit(i, j, d);
if(limit > 0) {
leftPart(startingPartialWord, dict,
findLimit(i, j, d), d, i, j);
} else {
int spwLength = 0;
// we already have a left part
int row = i;
int col = j;
int rowChange = 0;
int colChange = 0;
if(d == HORIZONTAL) {
colChange = -1;
} else if(d == VERTICAL) {
rowChange = -1;
}
row += rowChange;
col += colChange;
while(row >= 0 && col >= 0 &&
row < BOARD_SIZE && col < BOARD_SIZE) {
startingPartialWord[spwLength] = getCell(row, col);
spwLength++;
row += rowChange;
col += colChange;
}
// reverse the part
int k;
for(k=0;k<spwLength;k++) {
letter temp = startingPartialWord[k];
startingPartialWord[k] = startingPartialWord
[spwLength-k-1];
startingPartialWord[spwLength-k-1] = temp;
}
// extend to the right
extendRight(startingPartialWord, dict, d,
i, j, FALSE);
}
}
}
}
}
if(bestScore == INITIAL) {
D("DECIDED TO PASS\n");
playMove(me, PASS, PASS, NULL, HORIZONTAL);
} else {
playMove(me, bestRow, bestCol, bestWord, bestDir);
}
}
// check if limit state surface has been reached
int
ShearCurve::checkElementState(double springForce)
{
DummyStream dummy;
// find associated beam-column elementon first visit
if (theElement == 0)
{
theElement = theDomain->getElement(eleTag);
if (theElement == 0) {
// g3ErrorHandler->fatal("WARNING ShearCurve - no element with tag %i exists in Domain",eleTag);
}
// find length between nodes if drift is desired
if (defType == 2)
{
Node *nodeI = theDomain->getNode(ndI);
Node *nodeJ = theDomain->getNode(ndJ);
const Vector &crdI = nodeI->getCrds();
const Vector &crdJ = nodeJ->getCrds();
if (crdI(perpDirn) == crdJ(perpDirn)) {
// g3ErrorHandler->warning("%s -- Nodal projection has zero component along chosen direction",
// "AxialCurve::AxialCurve");
oneOverL = 0.0;
}
else
oneOverL = 1.0/fabs(crdJ(perpDirn) - crdI(perpDirn));
}
}
double deform; // value of deformation parameter from element
double force; // value of force parameter from element
int result; //junk variable
// Based on "defType" and "forType" calculate
// the desired response parameters "deform" and "force"
if (defType == 1) // maximum chord rotations
{
Response *theRotations =0; // integer element returns in setResponse
const char *r[1] = {"basicDeformations"}; // must be implemented in element
Vector *rotVec; //vector of chord rotations at beam-column ends
// set type of beam-column element response desired
theRotations = theElement->setResponse(r, 1, dummy);
// put element response in the vector of "myInfo"
result = theRotations->getResponse();
// access the myInfo vector containing the response (new for Version 1.2)
Information &theInfo = theRotations->getInformation();
rotVec = (theInfo.theVector);
deform = (fabs((*rotVec)(1)) > fabs((*rotVec)(2))) ?
fabs((*rotVec)(1)) : fabs((*rotVec)(2)); //use larger of two end rotations
}
else if (defType == 2) // interstory drift
{
// find associated nodes
Node *nodeI = theDomain->getNode(ndI);
Node *nodeJ = theDomain->getNode(ndJ);
// get displacements
const Vector &dispI = nodeI->getTrialDisp();
const Vector &dispJ = nodeJ->getTrialDisp();
//opserr << "Drift ndI: " << dispI(dof) << endln;
//opserr << "Drift ndJ: " << dispJ(dof) << endln;
// calc drift
double dx = fabs(dispJ(dof)-dispI(dof));
deform = dx*oneOverL;
}
else {
// g3ErrorHandler->fatal("WARNING ShearCurve - deformation type flag %i not implemented",defType);
}
Response *theForces =0;
const char *f[1] = {"localForce"}; // does not include influence of P-delta
// for P-delta use forType = 0
Vector *forceVec; //vector of basic forces from beam column
// set type of beam-column element response desired
theForces = theElement->setResponse(f, 1, dummy);
// put element response in the vector of "myInfo"
result += theForces->getResponse();
// access the myInfo vector containing the response (new for Version 1.2)
Information &theInfo = theForces->getInformation();
forceVec = (theInfo.theVector);
// Local forces (assuming no element loads)
if (forType == 0)
force = fabs(springForce); // force in associated LimitState material
else if (forType == 1)
force = fabs((*forceVec)(1)); // shear
else if (forType == 2)
force = fabs((*forceVec)(0)); // axial
else {
// g3ErrorHandler->fatal("WARNING ShearCurve - force type flag %i not implemented",forType);
}
P = fabs((*forceVec)(0));
// Determine if (deform,force) is outside limit state surface.
//
// Use absolute value of deform and force
double forceSurface = findLimit(deform); // force on surface at deform
// double deformSurface = findLimit(force); // deform on surface at force SDK
//opserr << "The shear force in the element is: " << force << endln;
//opserr << "State flag............................:" << stateFlag << endln;
//opserr << "Shear force in the column.........: " << force << endln;
//opserr << "forceSurface: " << forceSurface << endln;
if (stateFlag == 0) //prior to failure
{
if (force >= forceSurface) // on/outside failure surface
// if (deform >= deformSurface) // on/outside failure surface SDK
{
stateFlag = 1;
setDegSlope(force, deform);
// g3ErrorHandler->warning("ShearCurve - failure detected at deform = %f (Kdeg = %f) ", deform, Kdeg);
//opserr << "*********************" << endln;
opserr << "ShearCurve - failure detected....."<< endln;//SDK
// opserr << "deformSurface: " << deformSurface << endln; //SDK
//opserr << "Capacity: " << forceSurface << endln;
//opserr << "*********************" << endln;
}
else // inside failure surface
{
stateFlag = 0;
}
}
else //after failure
{
if (force >= forceSurface) // on/outside failure surface
// if (deform >= deformSurface) // on/outside failure surface SDK
{
stateFlag = 2;
}
else // inside failure surface
{
stateFlag = 3;
}
}
return stateFlag;
}